各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--西高力村南側(cè)細砂(0-1)最大值2.6438.027.00.1180.2400.2502.78最小值2.6434.525.00.0720.1700.2002.03平均值2.6435.826.00.0930.2100.2302.53建議值2.6435.826.00.0930.2100.2302.66中細砂(1)最大值2.6535.028.00.1380.3200.3302.42最小值2.6433.525.00.1170.2000.2201.88平均值2.6534.425.80.1270.2680.2852.23建議值2.6434.425.80.1270.2680.2852.33沈山鐵路~蘭旗排水站粉細砂(0-1)最大值2.6435.027.00.1220.2300.2702.21最小值2.6435.025.00.1150.2100.2402.09平均值2.6435.026.00.1190.2200.2552.15建議值2.6435.026.00.1190.2200.2552.18(0-2)平均值11.01.891.702.680.5826.813.113.7-0.150.295.502026建議值11.01.891.702.680.5826.813.113.7-0.150.295.502026(1)平均值16.72.041.752.670.5333.716.417.30.020.226.94建議值16.72.041.752.670.5333.716.417.30.020.226.94(2)最大值2.6440.030.00.1350.2400.27023.30最小值2.6335.025.00.0060.1140.1271.56平均值2.6436.527.60.0710.1580.1757.43建議值2.6336.527.60.0710.1580.17515.37中砂(3)最大值2.6536.027.00.1800.2900.3302.36最小值2.6535.025.00.1250.2600.2801.83平均值2.6535.326.20.1480.2800.3132.14建議值2.6535.326.20.1480.2800.3132.25礫砂(4)最大值2.6536.028.00.1650.5901.0306.24最小值2.6533.528.00.1540.3600.4302.79平均值2.6534.828.00.1600.4750.7304.52建議值2.6534.828.00.1600.4750.7605.38計算:校核:各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--蘭旗南道口細砂（0-1）平均值2.6435.526.00.0970.1670.1871.93建議值2.6435.526.00.0970.1670.1871.93細砂（1）最大值2.6535.026.00.1520.2700.2901.93最小值2.6434.525.00.1300.2300.2601.91平均值2.6434.825.30.1410.2500.2731.92建議值2.6434.825.30.1410.2500.2731.93興隆河道所（0-1）最大值16.31.991.732.680.5831.514.317.20.130.3410.453221最小值14.91.951.702.680.5530.414.216.20.030.154.563221平均值15.61.971.722.680.5731.014.316.70.080.257.513221建議值16.01.961.712.680.5731.014.317.00.110.296.033221細砂(2)最大值2.6435.025.00.1230.2300.2602.11最小值2.6435.025.00.1140.2100.2402.11平均值2.6435.025.00.1190.2200.2502.11建議值2.6435.025.00.1190.2200.2502.11沈家崗子粉砂(0-1)平均值2.6434.030.0建議值2.6434.030.0粉砂(1)平均值2.640.0100.0600.0858.76建議值2.640.00.00.0100.0600.0858.76中砂(2)平均值2.6535.025.00.1750.2900.3201.83建議值2.6535.025.00.1750.2900.3201.83新立屯(0-1)平均值33.81.861.392.710.9546.423.123.30.460.306.413019建議值33.81.861.392.710.9546.423.123.30.460.306.413019粘土(2)平均值29.11.771.372.690.9643.223.120.10.300.424.513320建議值29.11.771.372.690.9643.223.120.10.300.424.513320中細砂(3)最大值2.6535.527.00.1250.2700.2902.32最小值2.6434.526.00.1250.2200.2401.92平均值2.6535.026.50.1250.2450.2652.12建議值2.6435.026.50.1250.2450.2652.12計算:校核:各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--茨于崗子粉砂(0-1)最大值5.21.711.632.660.6318.110.37.8-0.650.1312.5534.526.50.0080.1340.15528.70最小值5.21.711.632.640.6318.110.37.8-0.650.1312.5534.526.50.0050.1170.13317.30平均值5.21.711.632.650.6318.110.37.8-0.650.1312.5534.526.50.0070.1260.14423.00建議值5.21.711.632.650.6318.110.37.8-0.650.1312.5534.526.50.0070.1260.14425.85中砂(0-2)平均值2.6536.027.00.1200.3000.3302.75建議值2.6536.027.00.1200.3000.3302.75(1)平均值29.31.761.362.700.9937.720.717.00.510.434.62建議值29.31.761.362.700.9937.720.717.00.510.434.62中細砂(3)最大值2.6535.027.00.1500.3300.3502.33最小值2.6434.525.00.1200.1900.2001.67平均值2.6434.925.90.1360.2530.2752.01建議值2.6434.925.90.1360.2530.2752.17小河套平均值2.6436.028.00.1080.2400.2602.41建議值2.6436.028.00.1080.2400.2602.41（0-2）最大值23.41.981.702.700.7337.619.218.40.230.347.863321最小值16.51.921.562.670.5732.916.116.80.020.205.163321平均值20.01.951.632.690.6535.317.717.60.130.276.513321建議值21.71.941.602.680.6935.317.718.00.180.315.843321中砂（3）最大值2.6635.026.00.2100.4300.5602.67最小值2.6533.525.00.1210.2600.2901.69平均值2.6534.325.50.1680.3250.3732.21建議值2.6534.325.50.1680.3250.3732.44韓家窩卜平均值2.6334.00.0050.1500.14031.10建議值2.6334.00.0050.1500.14031.10平均值14.61.851.612.690.6718.315.013.3-0.030.266.431919建議值14.61.851.612.690.6718.315.013.3-0.030.266.431919細砂（0-3）平均值2.6435.027.00.1200.2050.2201.83建議值2.6435.027.00.1200.2050.2201.83計算:校核:各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--韓家窩卜細砂（2）平均值2.6434.025.00.0050.1900.2201.91建議值2.6434.025.00.0050.1900.2201.91西房申西（0-1）最大值18.61.941.712.680.6929.414.614.80.270.308.052428最小值13.61.891.592.660.5625.212.013.20.120.195.581622平均值16.11.921.652.670.6327.313.314.00.200.256.822025建議值17.41.901.622.670.6627.313.314.40.230.276.201824（1）平均值25.11.921.532.660.7432.915.817.10.540.335.343421建議值25.11.921.532.660.7432.915.817.10.540.335.343421中砂(2)最大值2.6536.527.00.1400.3800.4203.00最小值2.6534.026.00.1350.2600.2902.13平均值2.6535.526.30.1370.3070.3402.48建議值2.6535.526.30.1370.3070.3402.74馬虎山東堰~沈法公路粉細砂(0-1)平均值7.51.681.562.650.7021.211.89.4-0.460.0918.88建議值7.51.681.562.650.7021.211.89.4-0.460.0918.88(0-2)最大值23.11.991.702.680.7033.916.617.30.380.295.892926最小值17.21.941.582.670.5726.113.113.00.320.275.821921平均值20.21.971.642.680.6430.014.915.20.350.285.862424建議值21.61.951.612.670.6730.014.916.20.370.295.842222平均值23.22.061.672.700.6233.416.317.10.400.208.09標準值23.22.061.672.700.6233.416.317.10.400.208.09細砂(2)平均值2.6435.027.00.1200.2400.2602.17建議值2.6435.027.00.1200.2400.2602.17中砂(3)最大值2.6536.025.00.1600.2900.3202.13最小值2.6535.025.00.1500.2800.3001.88平均值2.6535.525.00.1550.2850.3102.01建議值2.6535.525.00.1550.2850.3102.07計算:校核:各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--茨林子粉細砂(0-1)最大值2.6435.027.00.1050.1400.15017.90最小值2.6335.027.00.0070.1120.1251.43平均值2.6435.027.00.0560.1260.1389.67建議值2.6335.027.00.0560.1260.13813.78細砂(1)最大值2.6435.030.00.1200.2450.2752.96最小值2.6434.525.50.0930.1700.1901.98平均值2.6434.827.20.1030.2120.2352.31建議值2.6434.827.20.1030.2120.2352.64楊家窩卜粉細砂(0-1)最大值2.6436.028.00.0890.1900.2102.36最小值2.6436.028.00.0890.0810.2102.36平均值2.6436.028.00.0890.1360.2102.36建議值2.6436.028.00.0890.1360.2102.36(0-2)平均值16.91.951.672.680.6028.914.314.60.180.227.30建議值16.91.951.672.680.6028.914.314.60.180.227.30細砂(2)最大值2.6535.026.00.1600.2900.3002.08最小值2.6435.025.00.1200.2200.2501.88平均值2.6535.025.50.1400.2550.2751.98建議值2.6435.025.50.1400.2550.2752.03巨流河排水站(0-1)最大值23.91.921.662.700.7436.718.718.00.290.2310.783426最小值14.91.911.552.690.6328.615.013.6-0.010.157.541921平均值19.41.921.612.700.6932.716.915.80.140.199.162724建議值21.71.911.582.690.7132.716.916.90.220.218.352322最大值28.52.011.742.690.7835.017.917.10.620.467.472822最小值15.21.941.512.660.5325.012.312.70.230.203.872520平均值21.91.981.632.680.6630.015.114.90.430.335.672721建議值25.21.961.572.670.7230.015.116.00.520.404.772621細砂(2)最大值2.6535.525.50.1380.2700.2902.17最小值2.6435.025.00.1150.2200.2502.10平均值2.6435.225.20.1260.2430.2702.14建議值2.6435.225.20.1260.2430.2702.16計算:校核:各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--烏爾漢~半拉山粉砂(0-1)最大值2.6539.532.00.0070.0820.10014.29最小值2.6439.532.00.0070.0800.09913.75平均值2.6539.532.00.0070.0810.10014.02建議值2.6439.532.00.0070.0810.10014.16粉細砂(2)平均值2.640.0090.1500.18019.57建議值2.640.0090.1500.18019.57中砂(3)平均值2.6535.027.00.1500.2900.3202.13建議值2.6535.027.00.1500.2900.3202.13吳長崗~南荒道口平均值18.61.931.632.680.6429.616.213.40.180.305.412026建議值18.61.931.632.680.6429.616.213.40.180.305.412026(1)平均值21.41.921.582.680.7034.218.016.20.210.453.77建議值21.41.921.582.680.7034.218.016.20.210.453.77中細砂(2)最大值2.6535.027.00.1870.3600.4202.27最小值2.6434.525.00.1230.2400.2702.16平均值2.6534.826.30.1530.3030.3432.23建議值2.6434.826.30.1530.3030.3432.25房申村南粉細砂(0-1)最大值2.6535.025.00.1300.2000.22016.70最小值2.6434.024.50.0070.1100.1171.69平均值2.6434.524.80.0880.1700.1866.70建議值2.6434.524.80.0880.1700.18611.70粉細砂(1)平均值2.6434.525.00.1200.1800.1901.58建議值2.6434.525.00.1200.1800.1901.58中細砂(2)最大值2.6535.027.00.1300.2500.2802.19最小值2.6435.026.00.1280.2000.2201.69平均值2.6535.026.50.1290.2250.2501.94建議值2.6435.026.50.1290.2250.2502.07糧荒地~烏爾漢細砂(0-1)平均值2.6436.026.00.1000.2100.2352.35建議值2.6436.026.00.1000.2100.2352.35計算:校核:各土層物理力學性質(zhì)指標統(tǒng)計表表3村屯地層巖性及編號號項目天然含水量ω天然密度ρ天然干密度ρd比重Gs孔隙比e液限ωL塑限ωp塑性指數(shù)Ip液性指數(shù)IL壓縮系數(shù)a壓縮模量Es凝聚力c內(nèi)摩擦角Φ天然坡角d10d50D60不均勻系數(shù)Cu%----%%%--Mpa-1Mpakpaooommmmmm--糧荒地~烏爾漢中細砂(2)最大值2.6535.525.01253455最小值2.6435.025.0738282平均值2.6535.325.01046374建議值2.6435.325.01046374小橋子~上河灘粉細砂(0-1)最大值2.6437.030.00.1230.1900.21017.19最小值2.6334.525.00.0060.0560.0611.50平均值2.6435.527.30.0500.1230.1368.10建議值2.6335.527.30.0500.1230.13612.65