随岳南高速公路监测断面设置一览表合同段111111111111111111111111111111111起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）粉喷桩1.331.271.821.552.181.841.831.741.791.921.571.762.343.873.873.033.513.734.034.244.184.124.394.523.963.953.864.96土工布土工布土工布土工布土工布土工布土工布粉喷桩土工布土工布土工布粉喷桩土工布土工布土工布塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板土工布土工布粉喷桩土工布土工布塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩1.51.31.31.51.51.51.26.56.86.86.86.85.35.51.27.11.51.51.51.51.56.36.38.08.07.81.24.71.24.81.37.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K2+001.9100194K2+07520.027910068K2+17513.031268100710100100K2+57517.07171692188K2+825K2+925K3+00035.02.642.02352727328829262214784K3+150K3+250K3+28734.03.638.526827272831879226477595714714595864273K3+049.527310015957147145953958476K3+287K3+42530.20529.998337.57K3+470.5K3+287K3+425K3+471331K3+25030.236K3+15030.0971K3+185.0K3+150K3+185K3+250113K3+0501K3+00029.641K3+0001K2+92529.371K2+575K2+663K2+713K2+82529.0116K2+860.0K2+825K2+860K2+92511128.1128.425137K2+575K2+66313K2+325K2+42527.48327.51911K2+466.4K2+325K2+425K2+466111K2+175K2+225K2+278.9K2+279127.651K2+1751K2+07525.963K2+0753K2+0021K2+000.00K2+003.75K2+023.75K2+062.50K2+118.25K2+144.75K2+164.75K2+256.65K2+276.65K2+281.15K2+301.15K2+443.15K2+463.15K2+469.65K2+489.65K2+620.00K2+800.00K2+820.03K2+845.03K2+908.97K2+938.97K2+963.97K3+027.25K3+047.25K3+051.75K3+071.75K3+145.03K3+170.03K3+223.97K3+253.97K3+278.97K3+445.25K3+465.25~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~K2+003.75K2+023.75K2+062.50K2+118.25K2+138.25K2+164.75K2+256.65K2+276.65K2+281.15K2+301.15K2+443.15K2+463.15K2+469.65K2+489.65K2+620.00K2+800.00K2+820.03K2+845.03K2+875.03K2+938.97K2+963.97K3+027.25K3+047.25K3+051.75K3+071.75K3+145.03K3+170.03K3+200.03K3+253.97K3+278.97K3+445.25K3+465.25K3+475.753.7520.0038.7555.7520.0020.0091.9020.004.5020.00142.0020.006.5020.00130.35180.0020.0325.0030.0030.0025.0063.2820.004.5020.0073.2825.0030.0030.0025.00166.2820.0010.50447367010136361663641036256365813623532428213514488351754225114368263613237586527611137952502026161393盖板涵路段路段路段路段路段路段路段盖板涵路段路段路段盖板涵路段路段路段路段路段桥头桥头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段盖板涵随岳南高速公路监测断面设置一览表合同段111111111111111111111111111111111起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.003.883.172.832.562.532.402.932.412.452.382.052.082.142.202.212.783.122.442.823.242.583.803.623.734.544.374.914.85塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板土工布土工布粉喷桩土工布土工布土工布土工布土工布粉喷桩土工布土工布土工布土工布粉喷桩土工布土工布塑料排水板粉喷桩粉喷桩粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板1.51.51.51.51.21.51.51.51.51.48.38.78.88.98.98.99.811.716.018.01.26.01.29.01.25.51.51.51.51.51.51.51.56.06.08.38.38.58.58.3数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）226106584928366180K3+77528.19999090K3+95018.8687435439090359578102102K4+550K4+70020.04.861712857464164161711K4+925K5+050K5+10067.8100.1110.918702570925476224317885954764765951135164K3+922.71641231352989164K4+268.0164653928164K4+505.5164991595714571476K4+804.5476195823801826595K4+850K4+925K5+050K5+10030.39230.57230.59530.507333366K5+100368K4+850K4+92533K4+8051K4+550K4+650K4+700K4+77528.63629.31729.65630.012113366K4+700K4+77533K4+5501K4+5061K4+325K4+42527.31527.80511K4+325K4+42511K4+2681K3+950K4+050K4+22527.25726.99727.024131K3+950K4+050K4+225131K3+77528.183K3+775K3+825K3+923311K3+695.1K3+6951K3+525K3+62529.6529.13511K3+525K3+62511沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K3+475.75K3+495.75K3+590.00K3+665.13K3+690.13K3+716.87K3+736.87K3+761.87K3+900.45K3+920.45K3+924.95K3+944.95K3+960.00K4+125.00K4+245.75K4+265.75K4+270.25K4+290.25K4+370.00K4+483.25K4+503.25K4+507.75K4+527.75K4+648.73K4+673.73K4+757.27K4+781.25K4+801.25K4+807.75K4+827.75K4+910.00K5+010.00K5+086.73~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~K3+495.75K3+590.00K3+665.13K3+690.13K3+710.13K3+736.87K3+761.87K3+900.45K3+920.45K3+924.95K3+944.95K3+960.00K4+125.00K4+245.75K4+265.75K4+270.25K4+290.25K4+370.00K4+483.25K4+503.25K4+507.75K4+527.75K4+648.73K4+673.73K4+703.73K4+781.25K4+801.25K4+807.75K4+827.75K4+910.00K5+010.00K5+086.73K5+111.7320.0094.2575.1325.0020.0020.0025.00138.5820.004.5020.0015.05165.00120.7520.004.5020.0079.75113.2520.004.5020.00120.9825.0030.0023.9820.006.5020.0082.25100.0076.7325.0027201269012852415870470240142503650336272972183691336144204366143621843025035494733101471382118239258662819011800路段路段路段路段机通机通路段路段路段圆管涵路段路段路段路段路段圆管涵路段路段路段路段圆管涵路段路段路段桥头桥头路段盖板涵路段路段路段路段路段随岳南高速公路监测断面设置一览表合同段111111111111111111111111111111111起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.854.644.574.153.333.073.332.842.732.632.432.502.502.692.702.703.333.332.992.002.532.872.932.902.872.772.672.552.614.253.62CFG桩CFG桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板2.02.01.41.51.41.51.51.21.51.51.51.51.51.51.51.51.51.51.51.51.51.51.31.21.11.31.51.51.21.51.51.51.520.020.018.317.513.311.39.38.58.07.87.16.86.76.66.56.16.36.36.36.39.311.38.38.56.26.37.37.35.57.37.39.312.3数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）K5+125K5+225K5+338K5+38819.094.962.050.345457653144869511278K5+45047.02646302953030295K5+650K5+70044.652.79722954545K5+800K5+838K5+95026.845.853.730035511201374483454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06.5020.005.594.014.025.075.56CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板2.01.41.41.31.61.317.016.015.014.014.014.03893978645970895216638967通道头路段路段路段盖板涵路段603476k9+300.092.217757635666034765952746476K9+230.0K9+300.0K9+352.030.78331.54731.5821336662,6,103,7,11K9+230.0K9+300K9+352.01332.743.582.572.362.422.47CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板CFG桩2.01.41.51.41.71.42.017.018.019.019.018.017.017.0346895371623381161600111513757通道头路段路段路段盖板涵路段通道头k9+125.058.8478170711476K9+125.030.5236K9+143.61554127613274765951099476K9+105.0K9+105.0K9+125.0K9+143.6131K9+030.029.631K9+030.012.822.862.772.773.823.392.314.363.83CFG桩塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩2.01.41.71.41.51.41.61.41.51.42.021.521.021.021.018.515.015.015.015.016.017.092671577613741000460096639099466734835688343519桥头路段圆管涵路段路段路段圆管涵路段路段路段通道头k8+850.063.036629224401554763953595476K8+850.0K8+930.029.65829.59331K8+966.36K8+850.0K8+930.0K8+966.3311k8+650.068.941921593804763844476K8+650.0K8+730.030.50430.08911K8+748.0K8+748.01K8+650.01k8+487.526.0243737714749K8+487.5K8+530.031.18331.06531K8+542.0K8+487.5K8+530.0K8+542.03112.903.533.663.824.19CFG桩塑料排水板塑料排水板塑料排水板CFG桩2.01.41.51.42.016.016.018.522.523.53360938541395133639941通道头路段路段路段桥头k8+412.026.0k8+350.064.313635520725402364765952595595714K8+412.531.2611K8+412.51K8+270.030.82116K8+350K8+270.01随岳南高速公路监测断面设置一览表合同段222222222222222222222222222222222起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）5.705.934.923.173.139.633.193.223.313.283.423.483.062.983.033.152.923.063.093.053.384.174.794.763.433.092.71塑料排水板塑料排水板CFG桩CFG桩塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板1.41.31.82.01.42.02.01.41.51.41.61.41.51.42.02.01.41.51.42.02.01.41.51.41.81.81.31.414.014.015.517.017.014.514.514.013.815.015.015.015.014.013.013.013.013.014.013.013.013.013.013.513.513.013.014.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）1148807k9+437.5k9+537.527.016.027713521534102k10+905.0k11+025.053.559.63903541312312559390141141370k11+375.052.72523418162159418k11+800.0k11+900.0k12+000.0k12+137.574.430.028.070.16005123328726012332651k11+862.5115.088059571471429115847659550764764768525954764765954081595476476595611315871904190415872998K12+037.530.368314K12+0383K11+600.0K11+700.029.7230.18113333K12+000.0366K11+600.0K11+700.0K11+800.0K11+900.01133K11+310.029.083K11+375.029.106K11+510.029.313131K11+526.16K11+310.0K11+375.0K11+510.0K11+526.11311K11+257.9K11+257.91K11+200.029.21K11+200.01K10+905.029.106K11+025.029.32K11+100.029.326131K11+166.96K11+100.0K11+166.911K10+905.01K9+437.0K9+537.0K9+550.032.22832.32532.288313K10+861.6K9+437.0K9+537.0K9+550.0K10+861.63131K9+400.032.096沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置363,8,12K9+400.03K9+372.25K9+409.23K9+434.23K9+464.23K9+517.77K9+547.77~~~~~~K9+409.23K9+434.23K9+464.23K9+517.77K9+547.77K9+560.0036.9825.0030.0053.5430.0012.236.636.7420.0025.00213.2820.0010.5020.0035.7825.0020.006.7420.0025.00171.4625.0020.008.7420.0025.00256.8625.0030.0066.5430.0025.00125.9814391114668866639247261566311880565945069242414700210943795327432756746743758795327692756760472555888975206201875438999路段路段桥头桥头路段通道头通道头路段路段路段盖板涵路段路段路段通道头通道头路段路段路段通道头通道头路段路段路段桥头桥头路段路段K10+870.00~K10+876.63K10+876.63~K10+883.37K10+883.37~K10+903.37K10+903.37~K10+928.37K10+928.37~K11+141.65K11+141.65~K11+161.65K11+161.65~K11+172.15K11+172.15~K11+192.15K11+192.15~K11+227.93K11+227.93~K11+252.93K11+252.93~K11+272.93K11+272.93~K11+279.67K11+279.67~K11+299.67K11+299.67~K11+324.67K11+324.67~K11+496.13K11+496.13~K11+521.13K11+521.13~K11+541.13K11+541.13~K11+549.87K11+549.87~K11+569.87K11+569.87~K11+594.87K11+594.87~K11+851.73K11+851.73~K11+876.73K11+876.73~K11+906.73K11+906.73~K11+973.27K11+973.27~K12+003.27K12+003.27~K12+028.27K12+028.27~K12+154.25K11+800.030.594K11+862.530.711K11+900.030.721K12+000.030.524随岳南高速公路监测断面设置一览表合同段222222222222222222222222222222222起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）2.793.653.763.683.613.483.333.203.473.593.503.924.154.114.494.704.905.075.145.225.335.413.463.252.982.59塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板CFG桩CFG桩CFG桩CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板1.31.61.41.51.42.02.01.41.51.31.71.32.02.02.02.02.01.41.51.41.71.41.51.41.92.01.41.51.414.514.514.014.014.013.513.514.014.014.014.014.014.014.014.013.514.513.012.512.512.513.013.013.013.013.013.014.215.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）405390692k12+250.063.4461134k12+300.023.01344582721340k12+537.372.3497164164140252k12+675.528.02525891020523619k12+825.0102.4k12+875.0k13+300.047.025.092983746921848344331647647687859547647659537104767344764764077147145951030476K12+795.0476660595714714595625476K13+360.029.6311K13+360.01K12+875.031.361K13+300.030.13131K12+875.0K13+300.031K12+825.031.18336K12+825.03K12+795.01K12+675.030.329K12+725.030.65411K12+625.5K12+625.5K12+675.0K12+725.0111K12+400.029.195K12+475.029.367K12+537.329.632313444右15右17K12+513.5右17.5K12+551.6K12+400.0K12+475.0K12+513.5K12+537.3K12+551.631131K12+300.029.2161K12+268.6K12+268.6K12+300.011K12+075.030.173K12+137.529.842K12+200.029.523沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置3311414K12+075.0K12+137.5K12+200.0331K12+154.25~K12+174.25K12+174.25~K12+181.75K12+181.75~K12+201.75K12+201.75~K12+238.63K12+238.63~K12+263.63K12+263.63~K12+283.63K12+283.63~K12+290.37K12+290.37~K12+310.37K12+310.37~K12+335.37K12+335.37~K12+491.25K12+491.25~K12+511.25K12+511.25~K12+515.75K12+515.75~K12+546.58K12+546.58~K12+566.58K12+566.58~K12+573.42K12+573.42~K12+593.42K12+593.42~K12+610.53K12+610.53~K12+640.53K12+640.53~K12+674.47K12+674.47~K12+704.47K12+704.47~K12+729.47K12+729.47~K12+772.75K12+772.75~K12+792.75K12+792.75~K12+797.25K12+797.25~K12+817.25K12+817.25~K12+845.00K12+845.00~K12+870.00K12+870.00~K12+900.00K12+900.00~K13+296.00K13+296.00~K13+326.00K13+326.00~K13+351.00K13+351.00~K13+377.25K13+377.25~K13+397.2520.007.5020.0036.8825.0020.006.7420.0025.00155.8820.004.5030.8320.006.8420.0017.1130.0033.9430.0025.0043.2820.004.5020.0027.7525.0030.00396.0030.0025.0026.2520.007478165866741081983642997297081444365976298711186330803178277256576351843912434667987870018521886469555031753573316531路段盖板涵路段路段路段桥头桥头路段路段路段圆管涵路段通道头通道头路段桥头桥头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段随岳南高速公路监测断面设置一览表合同段222222222222222222222222222222222起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）CFG桩2.522.532.622.753.013.223.704.445.005.304.573.222.572.582.822.511.971.932.703.334.754.944.314.444.003.533.30塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板塑料排水板1.61.41.51.42.02.01.41.51.41.91.81.41.51.42.02.01.41.51.41.61.41.51.41.81.81.31.41.51.414.015.017.518.019.020.021.023.023.524.014.014.014.014.014.014.014.014.014.014.014.013.013.013.013.013.013.013.013.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K13+399.5302k13+475.054.81180368114k13+562.5k13+625.0k13+700.0k14+537.5k14+625.021.074.432.037.068.111646812217573133675983078374114k14+795.021.0100298760208261k15+050.0k15+137.555.532.02728407279279760k15+287.598.9126823675454761949595476476595134359571471459534235954764765951735476K14+918.547640225957147145959931852595K15+300.0K15+350.030.9830.7631614K15+300.0K15+350.031K14+950.029.905K15+050.030.582K15+100.030.625K15+137.531.006K15+225.031.12313131666K15+100.0K15+137.5K15+225.0131K14+918.5K14+950.011K14+850.029.4471K14+850.01K14+795.029.581K14+795.01K13+625.030.227K13+675.031.989K13+700.032.531K14+537.533.014K14+580.032.081K14+625.031.24333333151566K13+700.0K14+537.5K14+580.0K14+625.03333K13+625.03K13+533.6K13+533.61K13+420.029.594K13+475.029.62511K13+399.5K13+420.0K13+475.0111K13+397.25~K13+401.75K13+401.75~K13+421.75K13+421.75~K13+503.63K13+503.63~K13+528.63K13+528.63~K13+548.63K13+548.63~K13+555.37K13+555.37~K13+575.37K13+575.37~K13+600.37K13+600.37~K13+656.80K13+656.80~K13+681.80K13+681.80~K13+711.80K13+711.80~K14+527.80K14+527.80~K14+557.80K14+557.80~K14+582.80K14+582.80~K14+726.63K14+726.63~K14+751.63K14+751.63~K14+771.63K14+771.63~K14+778.37K14+778.37~K14+798.37K14+798.37~K14+823.37K14+823.37~K14+896.25K14+896.25~K14+916.25K14+916.25~K14+920.75K14+920.75~K14+940.75K14+940.75~K15+109.73K15+109.73~K15+134.73K15+134.73~K15+164.73K15+164.73~K15+208.27K15+208.27~K15+238.27K15+238.27~K15+263.27K15+263.27~K15+305.00K15+305.00~K15+382.83K15+382.83~K15+407.834.5020.0081.8825.0020.006.7420.0025.0056.4325.0030.00816.0030.0025.00143.8325.0020.006.7420.0025.0072.8820.004.5020.00168.9825.0030.0043.5430.0025.0041.7377.8325.008986500268639743393342201191326615146891231282608967404407629285629127600183905777924617444566843974626942965913453210847590圆管涵路段路段路段通道头通道头路段路段路段桥头桥头路段路段路段通道头通道头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段路段随岳南高速公路监测断面设置一览表合同段222222222222222222222222222222222起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.633.533.532.872.802.212.232.522.672.983.123.263.433.193.273.313.113.343.413.453.573.763.523.503.473.23CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩2.02.01.41.51.41.71.31.41.31.81.81.31.31.51.31.41.32.02.01.41.51.42.02.01.41.51.42.013.013.513.513.513.513.513.513.513.514.013.512.513.013.013.015.015.015.515.015.013.513.513.012.512.513.514.514.5数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）175k15+437.0k15+625.030.078.21726035049428428k15+762.077.63563603305k16+050.035.0305509668425k16+212.072.62256422109k16+312.0k16+475.020.059.71104982259440213k16+562.5k16+725.024.066.2213488215445114547647659555974764764046595714714595749476254359547647659530715957147145952620595476K16+650.028.934K16+725.028.611136K16+650.0K16+725.013K16+562.529.311K16+400.030.008K16+475.029.68611K16+521.0K16+400.0K16+475.0K16+521.0K16+562.5111K16+312.530.3071K16+312.51K16+212.530.384K16+262.530.3813333右16右17K16+212.5K16+262.533K15+762.028.909K15+825.028.97K15+900.029.214K15+950.029.445607583421102916847110367851003233643195869835500792450965025741830558849731188桥头路段路段盖板涵路段路段路段通道头通道头路段路段路段桥头桥头路段路段路段通道头K16+050.029.907K16+075.030.022K16+112.530.175333333315左15K16+120.03，6，10144，7，11144，8，12K15+762.0K15+825K15+900.0K15+950.0K16+050.0K16+075.0K16+112.5K16+120.033333331K15+550.029.641K15+625.029.23431K15+738.0K15+738.01K15+550.03K15+437.030.2731K15+437.01沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K15+407.83~K15+427.83K15+427.83~K15+434.57K15+434.57~K15+454.57K15+454.57~K15+479.57K15+479.57~K15+714.75K15+714.75~K15+734.75K15+734.75~K15+741.25K15+741.25~K15+761.25K15+761.25~K15+931.23K15+931.23~K15+956.23K15+956.23~K15+986.23K15+986.23~K16+029.77K16+029.77~K16+059.77K16+059.77~K16+084.77K16+084.77~K16+116.25K16+116.25~K16+123.75K16+123.75~K16+143.75K16+143.75~K16+250.60K16+250.60~K16+275.60K16+275.60~K16+295.60K16+295.60~K16+307.00K16+307.00~K16+327.00K16+327.00~K16+352.00K16+352.00~K16+481.03K16+481.03~K16+506.03K16+506.03~K16+536.03K16+536.03~K16+559.97K16+559.97~K16+589.97K16+589.97~K16+614.97K16+614.97~K16+725.06K16+725.06~K16+750.06K16+750.06~K16+770.06K16+770.06~K16+778.9420.006.7420.0025.00235.1820.006.5020.00169.9825.0030.0043.5430.0025.0031.487.5020.00106.8525.0020.0011.4020.0025.00129.0325.0030.0023.9430.0025.00110.0925.0020.008.88288629848037622396049115666744890585776062通道头通道头路段路段路段盖板涵路段路段路段桥头随岳南高速公路监测断面设置一览表合同段222222222222222222222222222222222起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.403.313.072.802.702.702.701.731.511.652.072.722.973.303.273.643.003.703.273.043.503.413.743.774.013.924.27CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩2.01.41.51.41.61.41.51.42.02.01.41.51.42.02.01.41.51.41.61.41.51.41.51.41.71.41.51.42.02.014.014.013.514.015.015.015.517.017.517.517.518.018.518.518.518.517.015.015.015.015.016.017.517.017.017.016.513.014.014.5数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）k16+787.523.01305121559392403k17+000.0k17+062.5k17+115.0k17+200.0k17+305.076.323.028.035.430.012115171802192801198374142142436k17+437.564.3163134937843430214913793901521502150k18+935.028.01684765951947476K16+928.0476138759571471459532375954764765952043476K17+482.047662843720344764761801595476476K18+935.030.6521K18+935.01K18+700.029.209K18+750.029.44613K18+768.2K18+700.0K18+750.0K18+768.2131K17+500.030.3031K17+482.0K17+500.011K17+437.029.8941K17+437.01K17+150.027.677K17+200.027.935K17+305.028.6783311919K17+150.0K17+200.0K17+305.0331K17+062.527.467K17+115.027.54231K17+062.5K17+115.031K17+000.027.5051K17+000.01K16+928.01K16+787.528.343K16+820.028.203K16+900.027.859沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置111K16+787.5K16+820.011K16+778.94~K16+798.94K16+798.94~K16+823.94K16+823.94~K16+905.75K16+905.75~K16+925.75K16+925.75~K16+930.25K16+930.25~K16+950.25K16+950.25~K17+008.53K17+008.53~K17+033.53K17+033.53~K17+063.53K17+063.53~K17+085.07K17+085.07~K17+115.07K17+115.07~K17+140.07K17+140.07~K17+276.08K17+176.08~K17+301.08K17+301.08~K17+321.08K17+321.08~K17+327.92K17+327.92~K17+347.92K17+347.92~K17+372.92K17+372.92~K17+458.75K17+458.75~K17+478.75K17+478.75~K17+485.25K17+485.25~K17+505.25K17+505.25~K17+531.63K17+531.63~K17+550.00K18+660.00~K18+745.45K18+745.45~K18+765.45K18+765.45~K18+770.95K18+770.95~K18+790.95K18+790.95~K18+866.63K18+866.63~K18+891.63K18+891.63~K18+911.63K18+911.63~K18+918.37K18+918.37~K18+938.3720.0025.0081.8120.004.5020.0058.2825.0030.0021.5430.0025.00136.01125.0020.006.8420.0025.0085.8320.006.5020.0026.3818.3785.4520.005.5020.0075.6825.0020.006.7420.003052814421953624899466251735093285425525087184402010099390439961056030002676715347159794466303033978941280810726006800131783379通道头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段通道头通道头路段路段路段盖板涵路段路段路段路段路段盖板涵路段路段路段通道头通道头随岳南高速公路监测断面设置一览表合同段222222222222222222222222333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.143.713.773.573.604.594.594.534.083.963.623.313.122.672.742.532.502.542.682.982.983.153.263.353.303.153.353.48塑料排水板塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板1.41.51.41.42.02.01.31.41.41.61.41.51.42.02.01.41.51.41.61.41.51.41.41.71.41.51.41.91.91.41.514.817.519.018.018.015.814.014.012.512.012.012.512.912.912.912.912.912.912.912.912.913.314.014.014.013.913.814.114.314.315.1数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）5292036k19+087.575.61439555254k19+250.0k19+400.028.085.72586815634645591k19+612.591.41974646293k19+725.0k19+825.034.086.127859016024724572481234166K20+02560.034316774437474440K20+30061.01655595218115535957147145954943476476181159571471459516134764762582244232K20+013.047622345954764765952187K20+225K20+30030.7730.983166K20+225K20+30031K20+160.1K20+1601K20+025K20+12529.95730.371166K20+013K20+0251K19+800.029.453K19+825.029.449K19+900.029.531311166K19+859.0666K19+950.029.662K20+000.029.853K19+800.0K19+825.0K19+859.0K19+900.0K19+950.0K20+000.0131111K19+160.032.168K19+250.032.313K19+290.032.187K19+350.031.857K19+400.0K19+450.0K19+500.031.4831.130.721111311131166666666K19+400.0K19+450.0K19+526.7K19+550.0K19+612.5K19+660.0K19+725.03111311K19+160.0K19+250.0K19+290.0111K19+000.031.304K19+087.531.98813619K19+000.0K19+087.513沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K18+938.37~K18+963.37K18+963.37~K19+055.00K19+055.00~K19+120.23K19+120.23~K19+145.23K19+145.23~K19+175.23K19+175.23~K19+241.77K19+241.77~K19+271.77K19+271.77~K19+296.77K19+296.77~K19+504.45K19+504.45~K19+524.45K19+524.45~K19+528.95K19+528.95~K19+548.95K19+548.95~K19+625.03K19+625.03~K19+650.03K19+650.03~K19+680.03K19+680.03~K19+713.97K19+713.97~K19+743.97K19+743.97~K19+768.97K19+768.97~K19+836.75K19+836.75~K19+856.75K19+856.75~K19+861.25K19+861.25~K19+881.25K19+881.25~K19+989.75K19+989.75~K20+000.00K20+000.00~K20+009.75K20+009.75~K20+016.25K20+016.25~K20+036.25K20+036.25~K20+130.13K20+130.13~K20+155.13K20+155.13~K20+175.13K20+181.87~K20+201.87K20+201.87~K20+226.87K20+226.87~K20+318.7525.0091.6365.2325.0030.0066.5430.0025.00207.6820.004.5020.0076.0825.0030.0033.9430.0025.0067.7820.004.5020.00108.5010.259.756.5020.0093.8825.0020.0020.0025.0091.88914533197294911058472367173104377438262578745956199457562482545547222167425658835567127118310830871214642426309804833843389832528361路段路段路段路段桥头桥头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段圆管涵路段路段路段路段盖板涵路段路段路段机通机通路段路段K19+550.030.355K19+612.529.983K19+660.029.716K19+725.029.56随岳南高速公路监测断面设置一览表合同段333333333333333333333333333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.663.973.813.844.003.723.503.483.433.443.373.403.383.283.273.293.303.032.942.632.702.582.693.123.423.593.913.373.61塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板CFG桩CFG桩塑料排水板1.41.71.41.51.41.91.91.41.51.41.61.41.51.41.91.91.41.51.41.61.41.51.41.91.91.41.51.41.61.41.81.61.215.816.615.815.214.514.514.113.813.813.814.513.813.922.022.022.022.022.022.022.022.022.022.024.024.022.022.022.022.022.019.014.514.2数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）419K20+350K20+37570.071.0423142153789K20+50014.08852820944164099411030K20+75012.011211210302228K20+88899.082482454331030170170103041158251503K21+325K21+43713.090.02582581030476K20+342.047615565954764765952330476K20+649.547612545954764761421307511371137749814214764765952377476K21+270.5868714714595K21+300K21+325K21+388K21+43730.7130.931.3631.733133146K21+271K21+300K21+325K21+388K21+43713133K21+150301K21+1501K20+825K20+875K20+925K20+975K21+05030.2930.1830.0829.9729.883333366K20+897.5666K21+081.6K21+050K21+08231K20+825K20+875K20+898K20+9253313K20+72530.516K20+7251K20+6501K20+525K20+62530.9330.723166K20+525K20+62531K20+460.6K20+4611K20+37531.0716K20+3751K20+3421沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K20+318.75~K20+338.75K20+338.75~K20+345.25K20+345.25~K20+365.25K20+365.25~K20+430.63K20+430.63~K20+455.63K20+455.63~K20+475.63K20+484.37~K20+504.37K20+504.37~K20+529.37K20+529.37~K20+627.25K20+627.25~K20+647.25K20+647.25~K20+651.75K20+651.75~K20+671.75K20+671.75~K20+724.43K20+724.43~K20+749.43K20+749.43~K20+769.43K20+776.17~K20+796.17K20+796.17~K20+821.17K20+821.17~K20+875.25K20+875.25~K20+895.25K20+895.25~K20+899.75K20+899.75~K20+919.75K20+919.75~K21+051.63K21+051.63~K21+076.63K21+076.63~K21+096.63K21+103.37~K21+123.37K21+123.37~K21+148.37K21+148.37~K21+248.25K21+248.25~K21+268.25K21+268.25~K21+272.75K21+272.75~K21+309.23K21+309.23~K21+339.23K21+382.77~K21+412.77K21+412.77~K21+437.7720.006.5020.0065.3825.0020.0020.0025.0097.8820.004.5020.0052.6825.0020.0020.0025.0054.0820.004.5020.00131.8825.0020.0020.0025.0099.8820.004.5036.4830.0030.0025.00754115647722209248801366934978178278406511101465111489212826530252581275724198102831526100.195736312122547254241216743856103291569190919671874411697路段盖板涵路段路段路段通道通道路段路段路段圆管涵路段路段路段机通机通路段路段路段圆管涵路段路段路段人通人通路段路段路段圆管涵路段桥头桥头路段随岳南高速公路监测断面设置一览表合同段333333333333333333333333333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.155.335.444.444.103.613.162.982.712.201.871.371.491.381.801.841.972.403.814.955.415.224.434.083.934.123.843.913.873.823.52塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板1.31.21.61.71.41.51.41.91.91.51.51.41.61.41.51.31.81.81.31.41.21.71.81.31.61.31.41.31.81.81.31.41.414.314.314.618.918.017.016.015.915.815.616.214.314.013.815.217.118.116.415.615.015.919.017.316.715.016.015.013.913.813.513.313.313.3数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）K21+475K21+550K22+338K22+375K22+40097.014.013.082.075.033591030153134650169042971703973573387K22+78863.03872253379131104422K23+175K23+225K24+51368.022.0103.022748252421579656412620650K24+68815.097976921378K24+82559.0441194059571471459517625954764765954514476K22+770.04762796595714714595250559571471464947622525954764765951425595K24+82531.563K24+8253K24+72531.8113K24+7251K24+674.9K24+6751K24+60032.5216K24+6001K23+225K24+463K24+50033.934.4933.833333右18K24+525.0K23+225K24+463K24+500K24+5253331K23+075K23+17531.9733.131366K22+925K22+93831.0231.0911K23+046.36K22+925K22+938K23+046K23+075K23+17511113K22+78830.2933左14K22+770K22+78813K22+575K22+67530.7930.0211K22+575K22+67511K22+47530.791K22+489.3K22+475K22+48911K21+550K22+338K22+37532.5632.1831.773336K21+550K22+338K22+375333K21+47532.01沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置33左14K21+4753K21+437.77~K21+519.30K21+519.30~K21+544.30K21+544.30~K21+574.30K22+330.30~K22+360.30K22+360.30~K22+385.30K22+385.30~K22+459.33K22+459.33~K22+484.33K22+484.33~K22+504.33K22+513.07~K22+533.07K22+533.07~K22+558.07K22+558.07~K22+747.75K22+747.75~K22+767.75K22+767.75~K22+772.25K22+772.25~K22+792.25K22+792.25~K22+909.73K22+909.73~K22+934.73K22+934.73~K22+964.73K23+031.27~K23+061.27K23+061.27~K23+086.27K23+086.27~K23+191.50K23+191.50~K23+216.50K23+216.50~K23+246.50K24+462.50~K24+492.50K24+492.50~K24+519.75K24+519.75~K24+530.25K24+530.25~K24+550.25K24+550.25~K24+644.85K24+644.85~K24+669.85K24+669.85~K24+689.85K24+699.15~K24+719.15K24+719.15~K24+744.15K24+744.15~K24+804.03K24+804.03~K24+829.0381.5325.0030.0030.0025.0074.0325.0020.0020.0025.00189.6820.004.5020.00117.4825.0030.0030.0025.00105.2325.0030.0030.0027.2510.5020.0094.6025.0020.0020.0025.0059.8825.003406513335110671135911089259849118372126187156549425610818548130592100397204664295993801014226127111010313346266391683471310059385037809464193907938路段路段桥头桥头路段路段路段人通人通路段路段路段圆管涵路段路段路段桥头桥头路段路段路段桥头桥头路段盖板涵路段路段路段汽通汽通路段路段路段随岳南高速公路监测断面设置一览表合同段333333333333333333333333333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.393.023.043.093.123.043.033.323.503.463.733.983.344.583.873.843.774.043.783.362.983.253.003.203.333.473.523.857.204.553.94CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板1.81.81.41.51.41.91.91.31.41.41.61.41.41.31.91.91.31.41.31.81.81.31.51.41.91.91.41.51.51.41.11.41.513.714.214.314.815.416.016.916.817.017.117.717.217.117.017.217.317.017.117.217.517.717.919.521.021.921.820.917.59.29.29.49.610.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）131126441K24+95059.01064441126K25+11214.0129635287348348K25+42587.06434623153144477K25+73888.037216509695625K25+95085.03015630128129K26+12587.06415197190083837737147145951470595714714595392476K25+202.047656285957147145953198595476476595282959571471459546412570476476685K26+075K26+125K26+250K26+375K26+45031.431.4131.631.8531.9813111K26+456.0K25+850K25+950K26+00031.8831.5631.47111K26+027.26K25+828.4K25+828K25+850K26+000K26+027K26+075K26+125K26+250K26+375K26+450K26+456131111111K25+625K25+675K25+73832.9632.7332.41113666K25+250K25+350K25+425K25+51332.3632.8633.1233.21133K25+597.3666K25+202K25+250K25+350K25+425K25+513K25+597K25+625K25+675K25+738111331113K25+15031.8716K24+950K25+025K25+06331.431.4731.55311K25+123.36K24+950K25+025K25+063K25+123K25+15031111K24+85031.5沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置1K24+908.0K24+850K24+90811K24+829.03~K24+859.03K24+892.97~K24+922.97K24+922.97~K24+947.97K24+947.97~K25+009.73K25+009.73~K25+034.73K25+034.73~K25+064.73K25+108.27~K25+138.27K25+138.27~K25+163.27K25+163.27~K25+179.75K25+179.75~K25+199.75K25+199.75~K25+204.25K25+204.25~K25+224.25K25+224.25~K25+460.73K25+460.73~K25+485.73K25+485.73~K25+515.73K25+582.27~K25+612.27K25+612.27~K25+637.27K25+637.27~K25+771.63K25+771.63~K25+796.63K25+796.63~K25+816.63K25+823.37~K25+843.37K25+843.37~K25+868.37K25+868.37~K25+987.23K25+987.23~K26+012.23K26+012.23~K26+042.23K26+072.77~K26+102.77K26+102.77~K26+127.77K26+127.77~K26+322.77K26+322.77~K26+430.75K26+430.75~K26+450.75K26+450.75~K26+461.25K26+461.25~K26+481.25K26+481.25~K26+510.0330.0030.0025.0061.7625.0030.0030.0025.0016.4820.004.5020.00236.4825.0030.0030.0025.00134.3625.0020.0020.0025.00118.8625.0030.0030.0025.00195.00107.9820.0010.5020.0028.786782668881151813587756512686111340654979741251818098737123378875816611841552511226248484744117374652111827948395921220470015214834633327249546281桥头桥头路段路段路段桥头桥头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段机通机通路段路段路段桥头桥头路段路段路段路段盖板涵路段路段随岳南高速公路监测断面设置一览表合同段333333333333333333333333333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.024.273.313.533.313.523.151.922.862.542.392.102.352.513.023.043.823.824.084.084.714.234.314.154.273.763.563.053.073.43塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩1.31.21.21.31.51.41.91.91.41.51.41.71.41.91.91.41.51.41.61.41.51.41.61.81.41.51.41.31.41.51.41.91.910.411.112.012.113.013.814.314.313.913.913.813.913.914.314.213.713.413.514.113.613.613.614.013.713.212.712.212.212.413.113.814.313.4数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）604K26+5388.0795144125844418484421K26+85056.017263205688080K27+07560.04253107491483270604K27+388K27+46815.079.01681686182986483483243563585K27+82514.087595714714595230859547647659526084768304764765954388476K27+3004763685957147145952606476K27+610.54763329595476476K27+675K27+77531.4431.161166K27+803.1K27+675K27+775K27+803111K27+6111K27+468K27+57531.8331.713166K27+38731.753K27+438.3K27+387K27+438K27+468K27+575313131.51K27+3001K27+075K27+20030.5131316K27+075K27+20031K27+026.6K27+0271K26+850K26+97530.7930.4511K26+983.06K26+850K26+975K26+983111K26+600K26+638K26+705K26+75031.931.8131.5631.3411133左14K26+780.9K26+750K26+78131K26+52532沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置3K26+550.0K26+525K26+550K26+600K26+6383111K26+510.03~K26+535.03K26+535.03~K26+565.03K26+598.97~K26+628.97K26+628.97~K26+653.97K26+653.97~K26+750.93K26+750.93~K26+775.93K26+775.93~K26+795.93K26+804.67~K26+824.67K26+824.67~K26+849.67K26+849.67~K26+959.25K26+959.25~K26+979.25K26+979.25~K26+986.75K26+986.75~K27+021.63K27+021.63~K27+041.63K27+048.37~K27+068.37K27+068.37~K27+093.37K27+093.37~K27+277.75K27+277.75~K27+297.75K27+297.75~K27+302.25K27+302.25~K27+322.25K27+322.25~K27+337.73K27+337.73~K27+362.73K27+362.73~K27+392.73K27+423.27~K27+453.27K27+453.27~K27+478.27K27+478.27~K27+587.75K27+587.75~K27+607.75K27+607.75~K27+613.25K27+613.25~K27+633.25K27+633.25~K27+773.13K27+773.13~K27+798.13K27+798.13~K27+818.13K27+824.87~K27+844.8725.0030.0030.0025.0096.9625.0020.0020.0025.00109.5820.007.5034.8820.0020.0025.00184.3820.004.5020.0015.4825.0030.0030.0025.00109.4820.005.5020.00139.8825.0020.0020.0075591255012133835825770814933893332778228923594512971017631753195777648983657510246621453384379786716583403037861791529603937909793233613243路段桥头桥头路段路段路段机通机通路段路段路段盖板涵路段人通人通路段路段路段圆管涵路段路段路段桥头桥头路段路段路段盖板涵路段路段路段机通机通随岳南高速公路监测断面设置一览表合同段333333333333333333333333333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.363.233.122.912.953.342.992.863.073.063.073.203.322.292.363.653.744.725.154.835.194.965.134.744.353.703.123.033.303.20塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板1.41.51.41.21.41.51.41.21.41.51.42.02.01.41.51.41.31.31.41.41.21.61.21.41.21.71.71.31.41.41.91.91.413.212.812.412.412.411.611.611.011.812.513.814.514.714.513.012.513.014.017.020.022.522.521.521.020.321.324.023.321.020.221.521.520.4数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）63511483403373309340337K28+275K28+30249.08.06964144545418K28+42559.0269841845K28+6006.0335073071868868K28+750K28+850K29+625K29+650116.030.031.0129.02437105931831810214244622167167K30+00084.06275951608476K27+959.74764672476K28+200476121159547647659537185954764765951684476K28+724.047612795957147145954980595714714595K28+750K28+800K28+850K29+625K29+650K29+700K29+750K29+800K29+962K30+00032.4832.8433.2532.3932.2431.9431.6431.3430.7430.713333333113662，6，13，1763，6，12，1662，6，11，15663，6，9，1263，8，12，17K28+750K28+800K28+850K29+625K29+650K29+700K29+750K29+800K29+962K30+0003333333113K28+7241K28+613K28+70031.7432.1713663，6，10，15K28+613K28+70013K28+375K28+425K28+500K28+57531.0431.1831.3931.61333613K28+559.6K28+500K28+57533K28+3751K28+306.6K28+3071K28+27530.763K28+275330.6116K28+2001K28+000K28+10030.6130.541166K27+960K28+000K28+100111K27+90030.8236K27+9003沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K27+844.87~K27+869.87K27+869.87~K27+937.45K27+937.45~K27+957.45K27+957.45~K27+961.95K27+961.95~K27+981.95K27+981.95~K28+178.25K28+178.25~K28+198.25K28+198.25~K28+205.75K28+205.75~K28+225.75K28+225.75~K28+276.63K28+276.63~K28+301.63K28+301.63~K28+321.63K28+328.37~K28+348.37K28+348.37~K28+373.37K28+373.37~K28+529.60K28+529.60~K28+554.60K28+554.60~K28+574.60K28+586.00~K28+606.00K28+606.00~K28+631.00K28+631.00~K28+701.75K28+701.75~K28+721.75K28+721.75~K28+726.25K28+726.25~K28+746.25K28+746.25~K28+800.00K28+800.00~K28+825.00K28+825.00~K28+855.00K29+611.00~K29+641.00K29+641.00~K29+666.00K29+666.00~K29+875.23K29+875.23~K29+900.23K29+900.23~K29+930.23K29+960.77~K29+990.77K29+990.77~K30+015.7725.0067.5820.004.5020.00196.3020.007.5020.0050.8825.0020.0020.0025.00156.2325.0020.0020.0025.0070.7520.004.5020.0053.7525.0030.0030.0025.00209.2325.0030.0030.0025.0077841745657121422562045178546121275388124487874307431318330412376706591371011016036763163331736152963025018186138241490416968103921115168815911611711路段路段路段圆管涵路段路段路段盖板涵路段路段路段人通人通路段路段路段机通机通路段路段路段圆管涵路段路段路段桥头桥头路段路段路段桥头桥头路段随岳南高速公路监测断面设置一览表合同段333333333333333333333333333333333起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.263.283.453.693.673.883.964.094.073.472.742.602.712.872.872.864.034.544.524.384.283.993.643.602.872.462.202.472.482.653.062.95塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩1.41.51.91.91.41.51.41.91.91.41.41.42.02.01.31.51.51.21.21.21.31.41.31.31.31.41.51.41.21.41.51.41.318.818.816.215.215.215.215.215.515.615.515.816.115.513.811.010.58.98.79.59.18.69.39.69.810.510.28.05.76.85.76.06.26.6数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）1429627159K30+183K30+40017.078.01607459120763106106627664218K30+60018.01586976919280K30+863K30+87572.08.06045251769K30+950K31+15063.07.0348873467672162844K31+42533.0176173203522159177959571471459545035954764765959695957147145959521734595476476595400259571471459537554764762461595714K31+604.7K31+6051K31+55029.1416K31+5501K31+250K31+350K31+42528.9928.728.7113666K31+431.5K30+950K31+125K31+15031.1529.8129.62311K31+211.566K30+950K31+125K31+150K31+211K31+250K31+350K31+425K31+43231111131K30+775K30+86331.9431.653333左9.5左10K30+870.6K30+775K30+863K30+871331K30+60031.861K30+687.8K30+600K30+68811K30+55031.7516K30+5501K30+470.5K30+4711K30+175K30+225K30+325K30+40030.9231.0431.2631.421113666K30+4003K29+875K30+10030.9830.76沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置3166K30+130.5K30+100K30+131K30+175K30+2251111K30+015.77~K30+090.53K30+090.53~K30+115.53K30+115.53~K30+145.53K30+169.47~K30+199.47K30+199.47~K30+224.47K30+224.17~K30+413.68K30+413.68~K30+438.68K30+433.68~K30+458.68K30+465.52~K30+485.52K30+485.52~K30+510.52K30+510.52~K30+551.23K30+551.23~K30+576.23K30+576.23~K30+606.23K30+672.77~K30+702.77K30+702.77~K30+727.77K30+727.77~K30+767.77K30+767.77~K30+840.63K30+840.63~K30+865.63K30+865.63~K30+885.63K30+894.37~K30+914.37K30+914.37~K30+939.37K30+939.37~K31+107.53K31+107.53~K31+132.53K31+132.53~K31+162.53K31+196.47~K31+226.47K31+226.47~K31+251.47K31+251.47~K31+409.25K31+409.25~K31+429.25K31+429.25~K31+433.75K31+433.75~K31+453.75K31+453.75~K31+564.73K31+564.73~K31+589.73K31+589.73~K31+619.7374.7625.0030.0030.0025.00189.5125.0025.0020.0025.0040.7125.0030.0030.0025.0040.0072.8625.0020.0020.0025.00168.1625.0030.0030.0025.00157.7820.004.5020.00110.9825.0030.002794410044699867649143609779349395339789169123428669545649547313837814006775559315616649139360685086688510555924082261167826181356137055240路段路段桥头桥头路段路段路段机通机通路段路段路段桥头桥头路段路段路段路段汽通汽通路段路段路段桥头桥头路段路段路段圆管涵路段路段路段桥头随岳南高速公路监测断面设置一览表合同段333333333333333333333334444444444起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.063.264.004.294.314.414.494.585.725.685.013.874.214.263.934.484.464.213.743.393.363.073.183.504.514.505.294.904.624.434.003.613.14粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板1.31.41.51.41.81.81.31.81.71.21.31.41.21.21.21.21.31.41.41.21.21.41.51.51.41.91.81.41.51.42.02.01.47.07.517.517.617.917.717.818.015.314.413.212.511.911.411.210.910.811.111.411.912.312.312.316.814.318.122.021.521.320.320.520.519.9数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）K31+6637.0602219457775K31+925100.020620498131332860019647452952K32+300K32+3635.05.0444558011667344444221K32+575k32+712.0k32+750.0k33+350.067.099.526.029.067974511611611031589807k33+475.0k33+525.0k33+575.025.023.074.41161165847145954634595476476576714714595205659547683571471459513685954764765958605957147145951172595714714595K33+475.0K33+550.0K33+575.030.6430.0729.881136K33+475.0K33+550.0K33+575.0113K32+575K32+712.0K32+750.0K33+350.0K33+362.53030.1830.3131.5331.4633333666K32+575K32+712.0K32+750.0K33+350.0K33+362.533333K32+497.1K32+4971K32+363K32+40030.7230.53316K32+305.7K32+306K32+363K32+400131K32+075K32+100K32+150K32+22531.5631.5731.5432.225333163，8，13，1662，7，126K32+231.4K31+97531.3316K32+011.0K31+975K32+011K32+075K32+100K32+150K32+225K32+2311133311K31+92531.1136K31+9253K31+700K31+80029.9330.451166沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K31+665.3K31+665K31+700K31+800111K31+650.27~K31+680.27K31+680.27~K31+705.27K31+705.27~K31+899.98K31+899.98~K31+924.98K31+924.98~K31+944.98K31+951.82~K31+971.82K31+971.82~K31+996.03K31+996.03~K32+026.03K32+059.97~K32+089.97K32+089.97~K32+114.97K32+114.97~K32+201.35K32+201.35~K32+226.35K32+226.35~K32+246.35K32+255.65~K32+290.73K32+290.73~K32+320.73K32+354.67~K32+384.67K32+384.67~K32+409.67K32+409.67~K32+467.13K32+467.13~K32+492.13K32+492.13~K32+512.13K32+518.87~K32+538.87K32+538.87~K32+563.87K32+563.87~K32+600.00K32+600.00~K32+720.50K32+720.50~K32+745.50K32+745.50~K32+775.50K33+321.50~K33+351.50K33+351.50~K33+376.50K33+376.50~K33+425.73K33+425.73~K33+450.73K33+450.73~K33+480.73K33+527.27~K33+557.27K33+557.27~K33+582.2730.0025.00194.7125.0020.0020.0024.2130.0030.0025.0086.3825.0020.0035.0830.0030.0025.0057.4625.0020.0020.0025.0036.13120.5025.0030.0030.0025.0049.2325.0030.0030.0025.0056624477725271101751735151127849792105721349935111770973421236112273127308039161316994689771156981894441318109448760129581396423188127268487809811268桥头路段路段路段机通机通路段桥头桥头路段路段路段汽通汽通桥头桥头路段路段路段人通人通路段路段路段桥头桥头路段路段路段桥头桥头路段k33+362.0140.0k33+425.0104.3随岳南高速公路监测断面设置一览表合同段444444444444444444444444444444444起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）2.852.602.732.872.683.143.503.804.123.454.134.874.033.553.613.223.343.453.733.654.474.303.933.924.264.333.293.233.223.253.703.45塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩1.51.51.41.51.51.41.51.41.41.51.51.41.51.41.51.51.41.51.42.02.01.41.51.41.42.02.01.41.51.42.02.018.311.612.312.512.512.311.39.89.89.58.56.39.09.39.59.510.314.518.719.117.016.816.819.320.520.720.720.519.819.820.019.5数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）1437k34+825.0k34+875.048.050.27083764444k34+975.0k35+050.056.963.443085427218144k35+175.0k35+200.0k35+400.04.046.462.34437044684874444k35+575.0k35+675.0k35+725.0k35+750.0k36+625.0k36+650.062.580.292.322.021.088.5427276466319810866581431294k37+037.580.1577108108k37+175.067.44714508471k37+475.016.0898916121238595714714595118235723871471459554595957147145952916595714714595728311575957147145955698595476476K35+575.0K35+675.0K35+725.0K35+750.0K36+625.0K36+650.0K36+725.0K36+825.0K36+925.0K37+037.5K37+062.5K37+175.0K37+250.0K37+350.0K37+475.028.0628.2128.428.528.9128.8528.6628.4128.1627.8827.8227.6327.5927.6427.8833333313133331166666621662，62，7K35+090.0K35+200.0K35+280.0K35+400.0K35+475.0K35+500.029.4829.5729.3128.628.2428.17331311K35+545.5666K35+090.0K35+200.0K35+280.0K35+400.0K35+475.0K35+500.0K35+545.5K35+575.0K35+675.0K35+725.0K35+750.0K36+625.0K36+650.0K36+725.0K36+825.0K36+925.0K37+037.5K37+062.5K37+175.0K37+250.0K37+350.0K37+475.03313111333333131333311K35+050.029.3236K35+050.03K34+950.0K34+975.028.6528.83316K33+650.0K34+825.0K34+875.029.3227.8628.12沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置111K34+892.0K34+825.0K34+875.0K34+892.0K34+950.0K34+975.011131K33+582.27~K33+650.00新沟互通~K34+800.00~K34+852.03K34+852.03~K34+877.03K34+877.03~K34+907.03K34+940.97~K34+970.97K34+970.97~K34+995.97K34+995.97~K35+045.63K35+045.63~K35+060.63K35+060.63~K35+070.63K35+070.63~K35+100.63K35+167.17~K35+197.17K35+197.17~K35+222.17K35+222.17~K35+451.53K35+451.53~K35+476.53K35+476.53~K35+506.53K35+530.47~K35+560.47K35+560.47~K35+585.47K35+585.47~K35+708.00K35+708.00~K35+733.00K35+733.00~K35+763.00K36+609.00~K36+639.00K36+639.00~K36+664.00K36+664.00~K36+970.00K36+970.00~K37+018.63K37+018.63~K37+043.63K37+043.63~K37+073.63K37+140.17~K37+170.17K37+170.17~K37+195.17K37+195.17~K37+434.58K37+434.58~K37+459.58K37+459.58~K37+479.58K37+486.42~K37+506.4267.7352.0325.0030.0030.0025.0049.6615.0010.0030.0030.0025.00229.3625.0030.0030.0025.00122.5325.0030.0030.0025.00306.0048.6325.0030.0030.0025.00239.4125.0020.0020.002390211624689076807488713711736361224686183596843544555156716291600360833620611116756474121046510839522580126358901784511639937471127544804271路段路段路段桥头桥头路段路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段路段桥头桥头路段路段路段通道头通道头62，6，11，16随岳南高速公路监测断面设置一览表合同段444444444444444444444444444444444起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.573.734.104.544.314.344.374.124.024.334.033.9321.1025.0030.0030.0025.00185.2625.0030.0030.0025.00183.9625.0030.0030.0025.0059.73154.0025.0030.0030.003.943.833.753.733.603.393.273.173.112.903.063.233.373.623.243.373.864.434.633.54塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板CFG桩CFG桩1.41.51.41.91.91.41.51.41.81.41.51.51.51.51.41.51.51.41.51.51.51.51.51.51.51.51.51.51.51.51.41.62.018.318.017.316.515.515.015.015.015.015.014.713.313.313.311.811.811.811.610.310.311.511.511.310.39.510.510.59.811.311.313.314.024.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）580k37+625.0k37+700.0k37+850.0k37+900.080.283.225.070.93812656231232533650427376k38+100.0k38+225.063.168.543762036261421k38+325.0k38+412.5k38+450.0k38+600.071.55.260.750.35095959424256034659k38+800.0k38+950.0k39+025.0k39+125.0k39+250.0k39+325.0k39+362.0k39+000.0k40+700.025.034.343.738.639.857.561.098.45925921932535959280634163510552182185953911595714714595725476K37+945.047655402426311502595714714595440959571471459543785957147145951422786412772351714K39+125.0K38+250.0K39+325.0K39+362.5K39+400.0K40+700.028.0528.3328.6628.8929.1628.571333336663，83，72，5，811K39+050.027.91K39+100.3K39+050.0K39+100.3K39+125.0K38+250.0K39+325K39+362.5K39+400.0K40+700.011133333K38+950.027.711K38+950.01K38+680.0K38+800.027.6827.5931K38+680.0K38+800.031K38+412.0K38+450.0K38+600.028.2228.1427.8333166K38+325.028.4116K38+363.0K38+325.0K38+363.0K38+412.0K38+450.0K38+600.011331K38+025.0K38+100.0K38+225.028.9228.8828.65113666K38+225.03K37+945.0K38+025.011K37+900.028.8536K37+900.03K37+850.028.773K37+575.0K37+625.0K37+700.028.1228.2428.42沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置311666K37+735.7K37+575.0K37+625.0K37+700.0K37+735.7K37+850.031113K37+506.42~K37+531.42K37+531.42~K37+695.73K37+695.73~K37+720.73K37+720.73~K37+750.73K37+837.27~K37+867.27K37+867.27~K37+892.27K37+892.27~K37+922.75K37+922.75~K37+942.75K37+942.75~K37+947.25K37+947.25~K37+967.25K37+967.25~K38+200.00K38+200.00~K38+301.93~长链K38+301.93~K38+323.03K38+323.03~K38+348.03K38+348.03~K38+378.03K38+411.97~K38+441.97K38+441.97~K38+466.97K38+466.97~K38+652.23K38+652.23~K38+677.23K38+677.23~K38+707.23K38+760.77~K38+790.77K38+790.77~K38+815.77K38+815.77~K38+999.73K38+999.73~K39+024.73K39+024.73~K39+054.73K39+085.27~K39+115.27K39+115.27~K39+140.27K39+140.27~K39+200.00K39+200.00~K39+354.00K39+354.00~K39+379.00K39+379.00~K39+409.00K40+675.00~K40+705.0025.00164.3125.0030.0030.0025.0030.4820.004.5020.00232.75101.9310735611681071080367378937399857379880733274536290083696596471888113810269503943552697359730455803811548766790700050191393237308855497029384路段路段路段桥头桥头路段路段路段圆管涵路段路段路段路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段路段桥头桥头随岳南高速公路监测断面设置一览表合同段444444444444444444444444444444444起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.532.631.793.712.822.873.473.603.673.543.363.543.413.333.293.082.863.682.962.963.153.603.873.834.174.234.574.594.003.403.202.66塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩1.41.51.51.51.51.51.51.41.51.51.41.51.51.41.51.51.41.51.41.41.11.41.51.51.51.51.51.51.51.51.51.51.522.021.218.014.89.06.55.54.35.89.39.38.57.57.37.37.38.38.39.39.39.48.89.38.37.57.57.37.88.88.88.38.57.5数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）k40+725.097.674647002611925k41+075.039.42595959k41+225.0k41+300.0k41+400.0k41+500.024.543.644.249.8162147916443815959k41+612.546.631114351388k41+887.5k41+900.036.056.7398884151268183k42+050.032.635822932k42+140.0k42+225.0k42+350.04.149.046.73238212531222381382595959537492083212459571471459529093142595714714595295228569521571268476K42+010.047693359547647659519501903706595714714K42+450.0K42+550.028.7827.9913K42+450.0K42+550.013K42+350.029.5716K42+350.01K42+225.030.4516K42+225.01K42+140.030.621K42+140.01K42+050.030.381K42+050.01K42+010.01K41+900.0K41+980.029.1129.873369.5K41+900.0K41+980.033K41+575.0K41+612.5K41+725.027.4827.4727.7613166K41+522.0K41+522.0K41+575.0K41+612.5K41+725.01131K41+225.0K41+300.0K41+400.027.7727.8627.83316K41+400.01K41+000.0K41+075.0K41+112.527.1227.2927.44311K41+187.86K41+000.0K41+075.0K41+112.5K41+187.8K41+225.031113K40+725.0K40+850.028.3227.42沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置3366K40+725.0K40+850.033K40+705.00~K40+730.00K40+730.00~K40+887.00K40+887.50~K40+975.00K40+975.00~K41+064.23K41+064.23~K41+089.23K41+089.23~K41+119.23K41+172.77~K41+202.77K41+202.77~K41+227.77K41+227.77~K41+350.00K41+350.00~K41+482.03K41+482.03~K41+507.03K41+507.03~K41+537.03K41+570.97~K41+600.97K41+600.97~K41+625.97K41+625.97~K41+750.00K41+750.00~K41+870.00K41+870.00~K41+910.00K41+910.00~K41+976.00K41+976.00~K41+987.25K41+987.25~K42+007.25K42+007.25~K42+012.75K42+012.75~K42+032.75K42+032.75~K42+071.95K42+071.95~K42+096.95K42+096.95~K42+116.95K42+127.05~K42+147.05K42+147.05~K42+172.05K42+172.05~K42+254.00K42+254.00~K42+262.00K42+262.00~K42+417.73K42+417.73~K42+442.73K42+442.73~K42+472.73K42+539.27~K42+569.2725.00157.0087.5089.2325.0030.0030.0025.00122.23132.0325.0030.0030.0025.00124.03120.0040.0066.0011.2520.005.5020.0039.2025.0020.0020.0025.0081.958.00155.7325.0030.0030.0012939636202806927451448138403450246015711258405560560848164424190401811276591175424204290164841427720451828072877412814748161530011435653364354路段路段路段路段路段桥头桥头路段路段路段路段桥头桥头路段路段路段路段路段路段路段盖板涵路段路段路段通道头通道头路段路段路段路段路段桥头桥头随岳南高速公路监测断面设置一览表合同段444444444444444444444444444444444起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）2.893.022.972.842.002.002.802.482.733.173.303.233.734.084.645.015.665.674.804.924.373.062.722.602.632.782.833.223.473.473.963.73塑料排水板砂垫层砂垫层粉喷桩粉喷桩砂垫层砂垫层塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩CFG桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板砂垫层砂垫层砂垫层粉喷桩粉喷桩砂垫层1.51.56.26.2409343661.51.51.21.51.51.41.51.31.41.51.51.22.01.41.51.51.51.51.51.57.88.39.08.88.38.39.09.08.88.38.39.014.013.813.411.611.111.111.110.972083303998362034654941338346245805660651391171363289034387612586754043848385853361.51.55.56.0317531351.56.8数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）239k42+650.033.515182395959274k42+950.040.6757517219262262k43+075.044.63272828451k43+175.0k43+225.055.732.06064514260533k43+750.0k43+850.069.035.9280711322542828198k44+075.0k44+200.029.038.07241172248424223859521703417147143419451125476K43+019.54764775954764765957995957147145953137265759547647659512511612341714714341K44+075.0K44+150.0K44+200.0K44+262.5K44+325.027.8428.1328.3228.4928.5411311K44+200.0K44+262.5K44+325.0311K44+075.01K43+968.4K43+968.41K43+750.0K43+850.030.3628.78316K43+750.0K43+850.031K43+255.0K43+625.031.932.08336K43+255.0K43+625.033K43+175.030.6436K43+175.03K43+118.6K43+118.61K43+075.028.793K43+075.03K43+019.51K42+950.027.11K42+950.01K42+800.026.431K42+840.8K42+800.0K42+840.811K42+650.027.21K42+650.01沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K42+569.27~K42+594.27K42+594.27~K42+753.23K42+753.23~K42+778.23K42+778.23~K42+808.23K42+825.77~K42+855.77K42+855.77~K42+880.77K42+880.77~K42+950.00K42+950.00~K42+997.25K42+997.25~K43+017.25K43+017.25~K43+021.75K43+021.75~K43+041.75K43+041.75~K43+061.78K43+061.78~K43+086.78K43+086.78~K43+106.78K43+113.62~K43+133.62K43+133.62~K43+158.62K43+158.62~K43+192.20K43+192.20~K43+217.20K43+217.20~K43+247.20K43+613.20~K43+643.20K43+643.20~K43+668.20K43+668.20~K43+800.00K43+800.00~K43+911.63K43+911.63~K43+936.63K43+936.63~K43+956.63K43+963.37~K43+983.37K43+983.37~K44+008.37K44+008.37~K44+100.00K44+100.00~K44+218.03K44+218.03~K44+243.03K44+243.03~K44+273.03K44+306.97~K44+336.97K44+336.97~K44+361.9725.00158.9625.0030.0030.0025.0069.2347.2520.004.5020.0020.0325.0020.0020.0025.0033.5825.0030.0030.0025.00131.80111.6325.0020.0020.0025.0091.63118.0325.0030.0030.0025.003488路段路段路段桥头桥头路段路段路段路段圆管涵路段路段路段通道头通道头路段路段路段桥头桥头路段路段路段路段通道头通道头路段路段路段路段桥头桥头路段随岳南高速公路监测断面设置一览表合同段444444444444444444444444555555555起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.262.572.592.442.392.272.543.002.953.503.633.934.094.334.705.034.925.175.225.175.004.634.204.004.403.603.402.702.804.502.40砂垫层砂垫层粉喷桩粉喷桩砂垫层砂垫层塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板1.51.21.51.51.41.51.51.41.51.41.21.41.51.51.31.31.51.51.51.42.02.01.41.51.41.21.48.08.58.38.38.310.010.59.39.38.89.08.89.39.410.010.09.59.310.39.414.213.512.56.55.25.45.73141148233752876450406821746058801444046741131477927850557510783107165569308907402.5556861065278.57035.823269.12289.6499.824191.51.55.56.218152041数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）k44+450.030.020932383232334k44+825.028.020532672081780k45+075.0k45+100.037.94.32604848566k45+250.073.51568453389k45+325.063.024944864646496k45+650.0K44+820K44+850K44+950K45+100K45+20052.449.043.811.030.13.4288150632263632001518160321847629993414764763412101476K44+856.047640775957147145951649476K45+286.5476305359571471459534588155957147145954522476K45+475.0K45+540.0K45+650.0K45+720.0K44+820K44+850K44+880K44+950K44+980K45+080K45+18029.4729.4129.0328.6428.4928.3228.1527.7527.5827.0126.5911311111111K45+200.06666666612K45+475.0K45+540.0K45+650.0K45+720.0K44+820K44+850K44+880K44+950K44+980K45+080K45+180K45+200113111111111K45+325.029.0516K45+325.01K45+286.51K45+250.028.6936K45+250.03K44+950.0K45+050.0K45+075.0K45+100.0K45+150.027.2527.7327.8527.9728.211131366K44+856.0K44+950.0K45+050.0K45+075.0K45+100.0K45+150.0111313K44+640.0K44+740.0K44+825.027.226.8226.8111K44+640.0K44+740.0K44+825.0111K44+450.0K44+550.028.2627.7沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置31K44+450.0K44+550.031K44+361.97~K44+581.63K44+581.63~K44+606.63K44+606.63~K44+626.63K44+633.37~K44+653.37K44+653.37~K44+678.37K44+678.37~K44+832.25K44+832.25~K44+852.25K44+852.25~K44+859.75K44+859.75~K44+879.75K44+879.75~K45+051.03K45+051.03~K45+076.03K45+076.03~K45+106.03K45+139.97~K45+169.97K45+169.97~K45+194.97K45+194.97~K45+264.25K45+264.25~K45+284.25K45+284.25~K45+288.75K45+288.75~K45+308.75K45+308.75~K45+437.03K45+437.03~K45+462.03K45+462.03~K45+492.03K45+525.97~K45+555.97K45+555.97~K45+580.97K45+580.97~K45+726.26K44+800.00~K44+834.23K44+834.23~K44+859.23K44+859.23~K44+889.23K44+932.77~K44+962.77K44+962.77~K44+987.77K44+987.77~K45+177.75K45+177.75~K45+197.75K45+197.75~K45+202.25K45+202.25~K45+222.25219.6625.0020.0020.0025.00153.8820.007.5020.00171.2825.0030.0030.0025.0069.2820.004.5020.00128.2825.0030.0030.0025.00145.2934.2325.0030.0030.0025.00189.9820.004.5020.00路段路段通道头通道头路段路段路段盖板涵路段路段路段桥头桥头路段路段路段圆管涵路段路段路段桥头桥头路段路段路段路段桥头桥头路段路段路段涵洞路段随岳南高速公路监测断面设置一览表合同段555555555555555555555555555555555起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）2.803.403.704.905.305.305.406.707.007.306.105.604.603.703.403.103.002.802.802.202.904.303.202.702.702.703.203.504.303.703.903.703.10塑料排水板塑料排水板粉喷桩CFG桩塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板CFG桩粉喷桩塑料排水板1.51.42.02.01.41.21.41.51.41.51.51.41.51.41.51.51.41.51.41.21.41.51.41.41.41.51.51.41.51.41.51.51.49.211.312.014.810.78.37.67.37.27.26.56.97.18.98.98.06.55.24.64.84.35.45.87.07.08.15.310.714.014.013.512.512.4数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）K45+300K45+380K45+40037.644.610.015683235454297K45+520K45+58025.781.927513202264216K46+330K46+350K46+430K46+510K46+5302.746.644.235.41.616383177626477146K46+662K46+730K46+835K46+940K47+0060.722.10.622.62.7984117112578112523112727157754157362712611807147145952862595714714595K49+890K49+95029.1228.541166K47+337.0K47+337K49+890K49+9501114762963476K47+006K47+040K47+06028.2828.4828.5911166K47+136.8K47+006K47+040K47+060K47+1371111K46+94027.901K46+9401476187459571471459530715957147145954017476K46+83527.3016K46+8351K45+580K45+630K45+660K46+330K46+360K46+430K46+510K46+530K46+600K46+640K46+66230.4331.1931.6430.2329.6828.6327.7227.5427.0826.9326.87111111111116666666667.5K45+630K45+660K46+330K46+360K46+430K46+510K46+530K46+600K46+6401111111113427595714714547K45+280K45+380K45+400K45+480K45+510K42+52026.7527.5428.3128.9129.3729.52沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置1111116666K45+280K45+380K45+400K45+480K45+510K42+520111111K45+222.25~K45+366.23K45+366.23~K45+391.23K45+391.23~K45+421.23K45+464.77~K45+494.77K45+494.77~K45+517.75K45+517.75~K45+522.25K45+522.25~K45+542.25K45+542.25~K45+621.00K45+621.00~K45+646.00K45+646.00~K45+676.00K46+312.00~K46+342.00K46+342.00~K46+367.00K46+367.00~K46+496.03K46+496.03~K46+521.03K46+521.03~K46+551.03K46+584.97~K46+614.97K46+614.97~K46+639.97K46+639.97~K46+808.75K46+808.75~K46+828.75K46+828.75~K46+839.25K46+839.25~K46+859.25K46+859.25~K46+983.75K46+983.75~K47+003.75K47+003.75~K47+008.25K47+008.25~K47+057.83K47+057.83~K47+087.83K47+121.77~K47+151.77K47+151.77~K47+176.77K47+176.77~K47+297.00K47+297.00~K47+322.00K47+322.00~K47+352.00K49+908.00~K49+938.00K49+938.00~K49+963.00143.9825.0030.0030.0022.984.5020.0078.7525.0030.0030.0025.00129.0325.0030.0030.0025.00168.7820.0010.5020.00124.5020.004.5049.5830.0030.0025.00120.2325.0030.0030.0025.00249576382.545776763.664091079.240241443752917008.255684636.319980.15159.757544927.53604.616804.82035.29901921.514464.8262875167516.847503192610435414.88079.8977484846841.8路段路段桥头桥头路段涵洞路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段涵洞路段路段路段涵洞路段桥头桥头路段路段路段桥头桥头路段随岳南高速公路监测断面设置一览表合同段555555555555555555555555555555555起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）2.802.404.104.003.903.602.902.903.403.304.806.006.106.206.706.606.506.306.406.205.205.604.604.705.906.607.107.106.505.304.604.604.70塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板1.51.41.41.21.41.51.42.02.01.41.51.41.21.41.51.41.51.51.41.51.41.51.51.41.51.41.51.51.41.51.41.71.412.412.412.312.212.111.814.314.914.514.313.011.912.012.111.511.211.011.211.110.37.57.47.910.79.97.99.416.017.216.816.215.715.0数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）141K50+020K50+060K50+100K50+200K50+330K50+3604.148.92.435.937.77.027775522042003254364534K50+600K50+700K50+800K50+860K50+980K51+140K51+250K51+28068.19.285.772.820.5116.1104.435.64458277830534756081111416417779793226246578K51+460K51+510K51+540115.1117.553.32912843353306803K52+120K52+200107.519.04060624166024764762939595714714595503359571471459521425957147145952856476K52+20029.341K52+2001K50+780K50+860K50+880K50+980K51+010K51+110K51+210K51+280K51+370K51+400K51+460K51+510K51+540K52+010K52+040K52+12031.0931.5331.6131.7231.6831.3330.9230.7830.9831.1431.6232.1532.5332.1331.6630.331111111113113333666668.3K51+510K51+540K52+010K52+040K52+1201333366666666611K50+780K50+860K50+880K50+980K51+010K51+110K51+210K51+280K51+370K51+400111111111347646835957147145955112476K50+200K50+330K50+360K50+420K50+460K50+560K50+68027.0827.6427.8628.3228.6329.4030.321131111K50+700.06666615K50+200K50+330K50+360K50+420K50+460K50+560K50+680K50+7001131111166613091232K50+020K50+060K50+10027.8727.5427.2911166K50+060K50+10011沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K49+963.00~K49+991.00K49+991.00~K50+046.00K50+046.00~K50+097.75K50+097.75~K50+102.25K50+102.25~K50+122.25K50+122.25~K50+319.03K50+319.03~K50+344.03K50+344.03~K50+374.03K50+407.97~K50+437.97K50+437.97~K50+462.97K50+462.97~K50+677.75K50+677.75~K50+697.75K50+697.75~K50+702.25K50+702.25~K50+722.25K50+722.25~K50+845.73K50+845.73~K50+870.73K50+870.73~K50+900.73K50+967.27~K50+997.27K50+997.27~K51+022.27K51+022.27~K51+233.73K51+233.73~K51+258.73K51+258.73~K51+288.73K51+355.27~K51+385.27K51+385.27~K51+410.27K51+410.27~K51+500.25K51+500.25~K51+525.25K51+525.25~K51+555.25K52+002.75~K52+032.75K52+032.75~K52+057.75K52+057.75~K52+177.75K52+177.75~K52+197.75K52+197.75~K52+202.25K52+202.25~K52+222.2528.0055.0051.754.5020.00196.7825.0030.0030.0025.00214.7820.004.5020.00123.4825.0030.0030.0025.00211.4625.0030.0030.0025.0089.9825.0030.0030.0025.00120.0020.004.5020.006514.2141751522515075694.9464407757.5536455397975609976497.717286691.235310.67957.21014310132.97751.852552.54904.96065.15786.86659.921098.95637.69131.41628812023.4454587986.81072.87463.2路段路段路段涵洞路段路段路段桥头桥头路段路段路段涵洞路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段涵洞路段随岳南高速公路监测断面设置一览表合同段555555555555555555555555555555555起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.404.204.103.303.604.104.204.304.204.704.804.804.104.204.304.204.003.603.703.503.403.303.303.603.403.503.603.803.803.503.603.703.80塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板1.51.42.02.01.41.51.41.21.51.51.41.51.41.214.614.413.715.813.711.711.611.811.512.211.911.410.810.2数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）56650981K52+420K52+450K52+52015.078.280.585543179340310K52+570K52+700K52+800K52+916K53+050K53+180K53+300K53+432K53+540K53+680K53+800K53+934K54+000K54+08013.378.984.032.9103.925.861.716.657.211.055.18.654.773.070696124610484704636436362533053409282152421998224252113155284822510745154762615595K54+000K54+08027.9728.041166K54+000K54+080114764832476K53+93427.921K53+9341K53+80027.8116K53+80014764784476K53+68027.711K53+6801K53+54027.6016K53+54014764832476K53+42027.521K53+4201K53+30027.5916K53+30014765141476K53+050K53+15028.2127.8911K53+182.06K53+050K53+150K53+1821116307145954248476K52+91628.611K52+91615835957147145951796476K52+560K52+575K52+670K52+700K52+80029.0129.0329.1129.1128.981311166613K52+560K52+575K52+670K52+700K52+80013111K52+230K52+260K52+280K52+420K52+450K52+52029.0628.8528.7328.5928.7028.92沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置11131166K52+520166613K52+260K52+280K52+420113K52+222.25~K52+246.73K52+246.73~K52+271.73K52+271.73~K52+301.73K52+408.27~K52+438.27K52+438.27~K52+463.27K52+463.27~K52+538.75K52+538.75~K52+558.75K52+558.75~K52+563.25K52+563.25~K52+589.73K52+656.27~K52+686.27K52+686.27~K52+711.27K52+711.27~K52+889.75K52+889.75~K52+909.75K52+909.75~K52+920.25K52+920.25~K52+940.25K52+940.25~K53+156.25K53+156.25~K53+176.25K53+176.25~K53+187.75K53+187.75~K53+207.75K53+207.75~K53+410.75K53+410.75~K53+430.75K53+430.75~K53+435.25K53+435.25~K53+455.25K53+455.25~K53+656.25K53+656.25~K53+676.25K53+676.25~K53+687.75K53+687.75~K53+707.75K53+707.75~K53+910.75K53+910.75~K53+930.75K53+930.75~K53+935.25K53+935.25~K53+955.25K53+955.25~K54+065.13K54+065.13~K54+090.1324.4825.0030.0030.0025.0075.4820.004.5026.4830.0025.00178.4820.0010.5020.00216.0020.0011.5020.00203.0020.004.5020.00201.0020.0011.5020.00203.0020.004.5020.00109.8825.007577.68628.65685.55956.67825.718361.75581.4148475029336.67453.644544517029165962.560492.85731.85282.35289.654265.7471711574586.442297.153403044.45695.246348.74957.21227.64926.8228696073.8路段路段桥头桥头路段路段路段涵洞桥头桥头路段路段路段涵洞路段路段路段暗通路段路段路段涵洞路段路段路段暗通路段路段路段涵洞路段路段路段1.412.3塑料排水板1.41.513.41.41.21.41.51.41.21.41.51.41.71.41.51.41.21.41.51.412.111.311.413.510.410.110.210.511.813.012.411.210.610.510.710.310.4随岳南高速公路监测断面设置一览表合同段555555555555555666666666666666666起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.903.803.703.703.703.803.805.205.405.904.704.204.104.104.203.303.203.203.102.303.003.103.103.103.203.203.203.303.403.303.403.503.40粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板1.51.51.41.51.41.21.41.51.41.51.51.41.71.41.51.51.41.71.41.51.41.21.41.51.41.51.51.41.51.41.51.51.410.610.510.610.08.98.89.08.910.010.111.811.911.811.912.511.911.811.411.58.18.07.97.75.43.63.94.67.27.16.96.77.19.7数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）51K54+120K54+220K54+30019.574.930.774484238548625463K54+370K54+450K54+48089.8102.526.82883800180154860K55+576K55+640K55+710K55+742K55+840K55+950K56+060K56+140K56+17012.079.379.39.041.223.142.045.827.51045019123712278207152518418291023259145145283K56+310K56+400K56+45050.521.146.61051259777429247638155957147145952051595476476595K56+060K56+140K56+170K56+240K56+260K56+310K56+370K56+400K56+420K56+45027.1527.3227.3727.4427.4627.5127.5627.5827.5927.5911111111116666666666K56+370K56+400K56+420K56+4501111K56+060K56+140K56+170K56+240K56+260111114763868476K55+95026.741K55+9501K55+780K55+84026.0626.243168.14762424470476K55+742.0K55+742K55+780K55+840131K55+650K55+71026.6826.223166K55+650K55+710314762731595714714848K54+370K54+450K54+480K55+520K55+560K55+57628.9529.9630.4428.7027.9327.663111166668.8K54+370K54+450K54+480K55+520K55+560K55+5763111114764765952758476K54+100K54+120K54+150K54+220K54+30028.0628.0728.1028.1528.40沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置1111166666K54+3001K54+100K54+120K54+150111K54+090.13~K54+110.13K54+116.87~K54+136.87K54+136.87~K54+161.87K54+161.87~K54+277.75K54+277.75~K54+297.75K54+297.75~K54+302.25K54+302.25~K54+322.25K54+322.25~K54+437.00K54+437.00~K54+462.00K54+462.00~K54+492.00K55+508.00~K55+538.00K55+538.00~K55+573.65K55+573.65~K55+578.15K55+578.15~K55+598.15K55+598.15~K55+700.00K55+700.00~K55+719.75K55+719.75~K55+739.75K55+739.75~K55+744.25K55+744.25~K55+764.25K55+764.25~K55+926.75K55+926.75~K55+946.75K55+946.75~K55+951.25K55+951.25~K55+971.25K55+971.25~K56+131.53K56+131.53~K56+156.53K56+156.53~K56+186.53K56+220.47~K56+250.47K56+250.47~K56+275.47K56+275.47~K56+361.63K56+361.63~K56+386.63K56+386.63~K56+406.63K56+413.37~K56+433.37K56+433.37~K56+458.3720.0020.0025.00115.8820.004.5020.00114.7525.0030.0030.0035.654.5020.00101.8519.7520.004.5020.00162.5020.004.5020.00160.2825.0030.0030.0025.0086.1625.0020.0020.0025.004070.340006145.223429.44149.61033.64222.8231146589.28707.28994.810236.6731.4568726631.945985256652.85077.823929.33534.2857.63428.616962.42078.6332.5332.54062.612139.93919.22411.82580.65514.3明通明通路段路段路段涵洞路段路段路段桥头桥头路段涵洞路段路段路段路段涵洞路段路段路段涵洞路段路段路段桥头桥头路段路段路段桥头桥头路段随岳南高速公路监测断面设置一览表合同段666666666666666666666666666666666起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）3.405.605.606.206.704.705.405.805.504.802.707.507.507.105.605.405.305.104.904.704.604.304.203.603.303.203.203.303.303.203.103.403.60塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板1.51.41.51.51.41.51.41.21.41.51.41.51.51.41.51.41.21.41.51.41.51.51.41.51.41.51.51.41.51.41.71.41.59.38.83.43.13.63.99.49.59.39.59.67.67.57.57.28.18.08.18.58.88.88.57.88.48.58.38.49.511.411.111.010.88.7数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）70575K57+52036.1256263673K57+670K57+716K57+760K57+800K57+830K59+350K59+380K59+420K59+508K59+540K59+66090.342.074.256.826.439.085.581.634.071.620.71102385453731113532123123651221146274458601497122124K59+690K59+800K59+930K59+950K60+07062.048.846.119.652.1435282429467703081820257K60+180K60+30040.045.0624620374763874K60+30026.6716K60+300147662559571471459552525954764765953341476K60+1801K60+1801K59+570K59+600K59+660K59+690K59+800K59+930K59+950K59+980K60+000K60+07028.0027.8827.6327.5127.0626.5226.4526.3526.3026.2111313111116666666666K59+930K59+950K59+980K60+000K60+07011111K59+570K59+600K59+660K59+6901131K59+54028.133647613665957147145952175476K57+760K57+800K57+830K59+350K59+380K59+420K59+50829.8329.9830.1429.5229.2028.8428.2631113316666666K59+504.5K59+508K59+505K59+540113K57+760K57+800K57+830K59+350K59+3803111399165714714595952476K57+71629.761K57+7161K57+520K57+610K57+640K57+67029.5329.6729.7029.7311116666K57+520K57+610K57+640111沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置K56+458.37~K56+500.00K57+500.00~K57+502.73K57+502.73~K57+532.73K57+599.27~K57+629.27K57+629.27~K57+654.27K57+654.27~K57+694.25K57+694.25~K57+714.25K57+714.25~K57+718.75K57+718.75~K57+738.75K57+738.75~K57+796.13K57+796.13~K57+821.13K57+821.13~K57+851.13K59+332.88~K59+362.88K59+362.88~K59+387.88K59+387.88~K59+479.25K59+479.25~K59+499.25K59+499.25~K59+509.75K59+509.75~K59+529.75K59+529.75~K59+556.03K59+556.03~K59+581.03K59+581.03~K59+611.03K59+644.97~K59+674.97K59+674.97~K59+699.97K59+699.97~K59+920.63K59+920.63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.612.712.612.712.612.512.512.514.715.516.516.513.512.212.112.212.615.918.1数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）k69+040.0k69+100.0k69+154.0k69+280.0k69+354.0k69+450.019.063.417.079.418.037.46841598040714425404243212062431k69+460.0110.0k69+580.0k69+630.0k69+740.0k69+850.0k69+950.0k70+060.0k70+110.0k70+160.0k70+226.0k70+280.0k70+350.026.419.084.110.379.718.072.186.711.297.224.0741159165756184914542483224343591508667053621685061053822495331444761737595714476356759547647659518894764764141476509714714680158347647640984765951230476K69+040.029.81K69+060.029.84K69+100.029.90K69+140.029.95K69+154.029.98K69+170.030.00K69+280.030.16K69+354.030.25K69+400.030.27K69+440.030.24K69+450.030.23K69+460.030.22K69+500.030.15K69+580.029.92K69+610.029.81K69+630.029.73K69+690.029.51K69+740.029.33K69+840.028.96K69+850.028.92K69+900.028.77K69+950.028.65K70+010.028.56K70+060.028.53K70+090.028.53K70+110.028.54K70+160.028.59K70+210.028.67K70+226.028.71K70+240.028.75K70+280.028.87K70+330.029.05K70+350.029.14沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置1111111131313111331133311331113116666K70+330.0K70+350.01166666K70+210.0K70+226.011613K70+010.0K70+060.0K70+090.0K70+110.0311313663，6，11，1466K69+840.0K69+850.0K69+900.0113663，6，11，1461266K69+450.0K69+460.0K69+500.0K69+580.0K69+610.0K69+630.0K69+690.031311136156666K69+140.0K69+154.0K69+170.0K69+280.0K69+354.0K69+400.0111113K69+040.0K69+060.011K69+036.37~K69+056.37K69+056.37~K69+081.37K69+081.37~K69+133.05K69+133.05~K69+153.05K69+153.05~K69+157.55K69+157.55~K69+177.55K69+177.55~K69+349.75K69+349.75~K69+361.25K69+361.25~K69+427.75K69+427.75~K69+447.75K69+447.75~K69+452.25K69+452.25~K69+473.63K69+473.63~K69+503.63K69+570.17~K69+600.17K69+600.17~K69+628.75K69+628.75~K69+633.25K69+633.25~K69+653.25K69+653.25~K69+827.25K69+827.25~K69+847.25K69+847.25~K69+858.75K69+858.75~K69+878.75K69+878.75~K70+028.63K70+028.63~K70+053.63K70+053.63~K70+073.63K70+080.37~K70+100.37K70+100.37~K70+125.37K70+125.37~K70+204.75K70+204.75~K70+224.75K70+224.75~K70+229.25K70+229.25~K70+249.25K70+249.25~K70+322.23K70+332.23~K70+347.23K70+347.23~K70+377.2320.0025.0051.6820.004.5020.00172.2011.5066.5020.004.5021.3830.0030.0028.584.5020.00174.0020.0011.5020.00149.8825.0020.0020.0025.0079.3820.004.5020.0072.9815.0030.0037189618.8176797269.110137223540662626.42017566121732.56997988210062.594081759.56604.848981.3614440796057.938900.18805.9356536799585.822892.76125.61613.26175.220390.410094.710298.9桥头路段路段路段涵洞路段路段涵洞路段路段涵洞路段桥头桥头路段涵洞路段路段路段涵洞路段路段路段桥头桥头路段路段路段涵洞路段路段路段桥头k69+400.0103.9随岳南高速公路监测断面设置一览表合同段777777777777777777777777777777777起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）5.004.905.304.404.404.404.403.303.604.304.304.303.703.703.703.703.603.603.603.804.905.205.205.105.103.303.603.604.404.304.204.204.20CFG桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板1.81.41.51.41.21.41.51.42.02.01.41.51.41.71.41.51.42.02.01.41.51.41.71.41.51.42.02.01.41.51.41.71.420.918.314.511.912.012.112.211.010.611.612.312.413.913.914.114.917.018.418.517.513.712.613.412.714.214.514.414.313.413.513.313.213.2数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）124k70+590.0k70+700.0k70+810.0k70+920.0k71+050.0k71+100.0k71+150.0k71+200.0k71+250.0k71+320.0k71+370.0k71+400.0k71+468.0k71+650.0k71+740.0k71+850.072.291.614.584.978.718.094.911.074.015.081.499.720.067.414.082.352253105153548250655746470578116442394161358579605660219834461840540305457484563150397k71+896.011.01640947647650695957147145951664764761508595476476595150847647648055954764765959614767145954391476K70+570.029.22K70+590.029.68K70+700.029.55K70+800.029.35K70+810.029.33K70+820.029.31K70+920.029.15K71+050.029.06K71+070.029.07K71+100.029.08K71+120.029.08K71+140.029.10K71+190.029.17K71+200.029.19K71+210.029.20K71+250.029.28K71+300.029.39K71+320.029.45K71+350.029.52K71+370.029.56K71+400.029.61K71+450.029.68K71+468.029.69K71+480.029.70K71+650.029.61K71+720.029.47K71+740.029.42K71+830.029.13K71+850.029.05K71+870.028.97K71+890.028.88K71+896.028.86K71+910.028.80沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置133111311113111111133111111131111666666666666666666K71+890.0K71+896.0K71+910.0111K71+450.0K71+468.0K71+480.0K71+650.0K71+720.0K71+740.0K71+830.0K71+850.011111113K71+300.0K71+320.0K71+350.0K71+370.0111366666666666612K70+920.0K71+050.0K71+070.0K71+100.0K71+120.0K71+140K71+190.0K71+200.031111311K70+570.0K70+590.0K70+700.0K70+800.0K70+810.013311K70+543.77~K70+573.77K70+573.77~K70+598.77K70+598.77~K70+783.25K70+783.25~K70+803.25K70+803.25~K70+816.75K70+816.75~K70+836.75K70+836.75~K71+038.63K70+083.63~K71+063.63K71+063.63~K71+083.63K71+092.37~K71+112.37K71+112.37~K71+137.37K71+137.37~K71+177.75K71+177.75~K71+197.75K71+197.75~K71+202.25K71+202.25~K71+222.25K71+222.25~K71+285.63K71+285.63~K71+310.63K71+310.63~K71+330.63K71+337.37~K71+357.37K71+357.37~K71+382.37K71+382.37~K71+445.75K71+445.75~K71+465.75K71+465.75~K71+470.25K71+470.25~K71+490.25K71+490.25~K71+707.23K71+703.23~K71+728.23K71+728.23~K71+758.23K71+811.77~K71+841.77K71+841.77~K71+866.77K71+866.77~K71+873.75K71+873.75~K71+893.75K71+893.75~K71+898.25K71+898.25~K71+918.2530.0025.00184.4820.0013.5020.00201.88980.0020.0020.0025.0040.3820.004.5020.0063.3825.0020.0020.0025.0063.3820.004.5020.00216.9825.0030.0030.0025.006.9820.004.5020.0011892.111488.560431.7580845905904523156182.42353.22714.4745010558.86429.6877.76520.818980.797184084410710159.819029.96515.29456514.567172.480855659.25648.58173.61986.56385.5864.56338.2桥头路段路段路段涵洞路段路段路段桥头桥头路段路段路段涵洞路段路段路段桥头桥头路段路段路段涵洞路段路段路段桥头桥头路段路段路段涵洞路段随岳南高速公路监测断面设置一览表合同段777777777777777777777777777777777起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.204.104.003.904.504.404.403.903.403.404.205.205.305.405.405.305.304.805.004.304.804.804.504.203.603.503.404.004.004.104.604.004.30塑料排水板塑料排水板粉喷桩CFG桩塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩粉喷桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板1.51.41.52.01.41.71.41.51.42.02.01.41.51.41.71.41.51.42.01.51.41.51.42.02.01.41.51.42.02.01.51.51.413.212.812.114.113.213.213.113.915.115.315.214.213.813.113.013.113.714.314.610.59.39.19.510.912.112.414.320.118.718.317.918.418.2数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）161614k71+960.0k72+080.0k72+100.0k72+160.0k72+260.017.386.212.015.112.096948911046321347536763k72+330.0103.5k72+360.0k72+400.092.321.0821108862517609k72+460.0101.8k72+510.0105.0k72+550.0k74+170.019.043.62668776186195663176278947k74+330.0k74+500.0k74+680.0k74+770.0k74+850.0k74+930.011.065.499.122.093.798.4427194943739127123730301675747620175957147145951443595476476595698959571471459525005954762301595714714595906476173595714714802K71+920.028.76K71+940.028.70K71+960.028.69K72+040.028.60K72+080.028.66K72+100.028.71K72+110.028.74K72+160.028.95K72+230.029.35K72+260.029.53K72+310.029.84K72+330.030.02K72+360.030.14K72+380.030.26K72+400.030.38K72+410.030.44K72+460.030.75K72+510.031.05K72+550.031.28K74+170.029.69K74+190.029.56K74+240.029.29K74+290.029.07K74+300.029.04K74+330.028.95K74+350.028.90K74+500.028.86K74+650.029.13K74+700.029.19K74+770.029.19K74+790.029.17K74+850.029.07K74+930.028.82沉降沉降测观测边桩数孔隙水拟增加观测变更后观测观测斜点位量压力断面桩号点位管置置111331131113311133113331133311133666666666663，6，11，16663，6，11，1666666K74+850.0K74+930.0333，6，11K72+510.0K72+550.0K74+170.0K74+190.0K74+240K74+290.0K74+300.0K74+330.0K74+350.0K74+500.0K74+650.0K74+700.0K74+770.03113331133311666666614K72+230.0K72+260.0K72+310.0K72+330.0K72+360K72+380.0K72+400.0K72+410.011133111666614K71+940.0K71+960.0K72+040.0K72+080.0K72+100.0K72+110.0113311K71+918.25~K71+925.53K71+925.53~K71+950.53K71+950.33~K71+980.33K72+034.07~K72+064.07K72+064.07~K72+097.75K72+097.75~K72+102.25K72+102.25~K72+122.25K72+122.25~K72+218.93K72+218.93~K72+243.93K72+243.93~K72+273.93K72+284.67~K72+314.67K72+314.67~K72+339.67K72+339.67~K72+377.75K72+377.75~K72+397.75K72+397.75~K72+402.25K72+402.25~K72+422.25K72+422.25~K72+507.00K72+507.00~K72+532.00K72+532.00~K72+562.00K74+158.00~K74+188.00K74+188.00~K74+213.00K74+213.00~K74+273.63K74+273.63~K74+298.63K74+298.63~K74+318.63K74+325.37~K74+345.37K74+345.37~K74+370.37K74+370.37~K74+664.03K74+644.03~K74+689.03K74+689.03~K74+719.03K74+752.97~K74+782.97K74+782.97~K74+807.97K74+807.97~K74+913.03K74+913.03~K74+938.037.2825.0030.0030.0033.684.5020.0096.6825.0030.0030.0025.0038.0820.004.5020.0084.7525.0030.0030.0025.0060.6325.0020.0020.0025.00293.6645.0030.0030.0025.00105.0625.0020107601.6585005889.610921876.85638427341.38476.25844.66423.69126.6118866862.8935.556809.626250.88965.016483.9775905839.6812182.25889.682532.282686.27033.682432.511805.87689.817684.469572.2639583.310942.2路段路段桥头桥头路段涵洞路段路段路段桥头桥头路段路段路段涵洞路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段桥头桥头路段路段路段k74+190.0103.4k74+240.0100.9k74+290.0110.2随岳南高速公路监测断面设置一览表合同段777888888888888888888888888888888起始桩号终止桩号长度（m）平均填地基处理方间距长度土高度法（m）（m）（m）4.203.903.304.104.504.405.205.405.505.305.305.305.205.305.405.409.306.206.304.404.504.804.504.404.404.304.103.703.603.603.503.803.80CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩塑料排水板塑料排水板塑料排水板CFG桩CFG桩塑料排水板塑料排水板塑料排水板粉喷桩粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩塑料排水板塑料排水板塑料排水板粉喷桩2.02.01.41.51.42.02.01.41.51.41.71.41.51.41.71.41.51.42.02.01.41.51.41.51.51.41.51.41.21.41.51.41.517.316.817.116.616.015.812.514.117.919.819.919.711.822.023.022.320.319.118.117.115.412.15.95.45.96.37.19.610.210.110.510.510.9数量（m）部位计算总沉降土预压土观测点原设计计算原设计观测沉降方方高程桩号桩号（cm）（方）（方）（m）75k75+020.014.072545k76+000.0103.1k76+070.0k76+200.093.520.03211703107126781k76+240.0112.4k76+310.023.0186266222671k76+350.0106.2k76+540.036.05838706134731k76+600.0136.4k76+680.0149.8k78+760.0k78+900.0k79+000.0k79+050.0k79+150.0k79+200.0k79+300.0k79+350.023.083.663.824.869.010.650.554.149971166126138781500848212212645817403643204949390474762684595476K79+300.0K79+350.0K79+370.029.6129.8529.99111666K79+300.0K79+350.0K79+370.0111476271959571471459544065954764765952163476K79+200.029.461K79+200.01K79+150.029.5416K79+150.01K76+600.0K76+680.0K76+730.0K78+760.0K78+790.0K78+900.0K79+000.0K79+020.0K79+050.030.8331.1731.3731.431.2530.730.230.129.951331133116666666618K76+600.0K76+680.0K76+730.0K78+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