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1、物力力學指標統計表工程名稱：新區智慧物流園市政基礎設施部分一期工程附表5巖土編號巖土名稱統計項目土 的 物 理 性 質(76g)界 限 含 水 率(100g)界 限 含 水 率壓 縮 性抗剪強度土化顆粒分析點荷載飽和抗壓天然含水率土粒比重Gs濕密度干密度d飽和度Sr孔隙比0液限WL塑限WP塑性指數IP液限指數IL液限WL塑限WP塑性指數IP壓縮模量Es0-50壓縮模量Es50-100壓縮模量Es100-200壓縮模量Es200-400壓縮系數100-200直剪飽和有機質含量20.00以上20.002.002.000.500.500.250.250.0750.075凝聚力C摩擦角凝聚力C摩擦角-2、g/cm3-MPaMPaMPaMPaMPa-1kPakPaMPa2素填土個數5656565656565656565656565656565656565656最小值21.72.671.831.3882.60.67029.818.910.90.1234.620.913.72.1822.7743.0483.2550.3237.610.3最大值33.22.711.961.6194.60.95142.425.217.20.6053.128.324.84.3264.9845.3226.9710.61520.322.3平均值26.42.691.891.4988.30.80235.821.814.00.3343、2.423.518.92.9183.5323.8774.8490.47414.616.2標準差2.3730.0090.0280.0462.7850.0572.4191.3871.1070.1133.2721.4051.9580.4620.4720.5300.7780.0683.0322.741變異系數0.0900.0030.0150.0310.0320.0710.0680.0640.0790.3450.0770.0600.1040.1580.1340.1370.1600.1440.2080.170修正系數1.0211.0161.0791.0330.9520.961標準值26.90.8150.34、50.48913.915.51淤泥質土個數353535353535353535353535353535353535353514最小值41.82.671.661.0894.41.17241.625.116.11.0047.926.320.70.5501.0721.6753.0040.8557.91.93.56最大值54.82.721.761.23100.21.49351.531.021.41.1960.931.830.61.0241.6252.6966.5761.46816.28.16.07平均值48.72.691.721.1598.21.33247.128.019.11.0855.629.025、6.60.7571.3482.1174.2631.11611.44.34.40標準差3.2020.0110.0260.0411.4920.0842.5241.6261.4140.0563.3831.5382.4850.1100.1390.2240.9910.1442.0701.5140.710變異系數0.0660.0040.0150.0350.0150.0630.0540.0580.0740.0520.0610.0530.0930.1460.1030.1060.2330.1290.1820.3540.162修正系數1.0191.0181.0151.0380.9470.8971.077標準值496、.61.3561.101.15810.83.84.742粉質黏土個數1919191919191919191919191919191919191919最小值23.72.681.831.3688.70.72231.419.711.70.3036.621.615.02.3112.9542.9433.5500.31410.311.8最大值34.12.711.941.5797.30.97940.624.316.40.7350.827.623.24.5925.0585.6276.8030.67226.419.5平均值28.72.691.901.4893.40.82736.021.814.20.4942.87、23.719.13.2043.7904.1184.9430.46220.816.3標準差2.7160.0090.0280.0522.1270.0662.4761.3101.2870.1293.4791.4892.1320.6430.7200.8351.0650.1003.9642.125變異系數0.0950.0040.0150.0350.0230.0790.0690.0600.0910.2640.0810.0630.1110.2010.1900.2030.2150.2160.1910.130修正系數1.0381.0321.1071.0870.9230.947標準值29.80.8540.540.8、50219.215.43中砂個數1515151515最小值5.916.633.712.07.6最大值12.724.749.923.213.4平均值9.120.640.618.910.8標準差1.7312.4534.5813.3331.712變異系數0.1890.1190.1130.1770.159修正系數標準值4卵石個數414141414141最小值50.75.63.24.34.57.4第 1 頁，共 3 頁最大值61.716.512.113.512.013.3平均值55.09.87.89.68.09.9標準差2.9792.6942.0422.2952.0961.409變異系數0.0540.29、750.2610.2400.2630.143修正系數標準值粉質黏土個數45454545454545454545454545454545454534341111最小值23.72.671.841.4082.40.72734.120.913.20.1340.122.617.52.6393.1593.4564.3530.23117.215.514.814.9最大值32.12.711.951.55104.10.91141.424.716.80.5549.226.023.34.8016.2977.59711.5940.53930.321.220.517.5平均值27.72.691.901.4992.50.10、80837.923.014.90.3244.724.520.23.5784.4915.1886.9210.36224.118.818.416.0標準差2.0900.0100.0260.0383.5920.0451.8520.8581.0750.1112.3960.7591.7390.5130.7191.0051.8900.0752.7841.3921.5940.674變異系數0.0750.0040.0140.0250.0390.0550.0490.0370.0720.3470.0540.0310.0860.1430.1600.1940.2730.2060.1160.0740.0860.042修11、正系數1.0191.0141.0891.0530.9660.9780.9520.977標準值28.30.8190.350.38123.318.417.615.71殘積粘性土個數11811811811811811811811811811811811811811811811811811893932525118118118118118最小值25.72.671.821.3584.50.77338.523.415.00.0239.822.417.42.6513.3183.8034.9570.24012.916.710.914.30.09.68.66.959.1最大值34.72.721.911.5198.12、40.97748.830.120.00.4657.231.128.44.8636.5027.85611.7390.49625.625.319.321.34.316.515.115.168.3平均值29.62.691.861.4490.90.87743.226.216.90.2050.727.423.43.9514.9315.7787.7710.33319.021.514.618.82.313.510.98.964.4標準差2.0400.0110.0180.0312.9810.0412.1151.1741.1330.0882.9001.2221.9350.4270.6150.8971.6310.13、0522.0771.9922.1611.8191.1261.4051.4481.3372.150變異系數0.0690.0040.0090.0210.0330.0470.0490.0450.0670.4390.0570.0450.0830.1080.1250.1550.2100.1580.1090.0930.1480.0970.4890.1040.1330.1490.033修正系數1.0111.0071.0691.0250.9810.9840.9480.966標準值29.90.8830.210.34118.621.113.818.12殘積砂質粘性土個數555555555555555555555514、555最小值22.52.681.841.4480.40.73737.322.914.443.824.419.43.6654.1684.8447.0370.23417.920.88.420.38.64.749.8最大值28.12.701.891.5486.60.87341.625.116.50.1849.126.422.74.8536.3257.65910.1850.38122.624.112.723.29.86.254.1平均值24.72.691.871.5083.20.79839.123.915.20.0546.025.320.74.2405.3436.2928.4720.29520.02215、.411.121.69.35.752.2標準差變異系數修正系數標準值3碎塊狀強風化云母片巖個數127最小值7.5最大值20.5平均值13.84卵石物力力學指標統計表工程名稱：新區智慧物流園市政基礎設施部分一期工程附表5巖土編號巖土名稱統計項目土 的 物 理 性 質(76g)界 限 含 水 率(100g)界 限 含 水 率壓 縮 性抗剪強度土化顆粒分析點荷載飽和抗壓天然含水率土粒比重Gs濕密度干密度d飽和度Sr孔隙比0液限WL塑限WP塑性指數IP液限指數IL液限WL塑限WP塑性指數IP壓縮模量Es0-50壓縮模量Es50-100壓縮模量Es100-200壓縮模量Es200-400壓縮系數100-16、200直剪飽和有機質含量20.00以上20.002.002.000.500.500.250.250.0750.075凝聚力C摩擦角凝聚力C摩擦角-g/cm3-MPaMPaMPaMPaMPa-1kPakPaMPa第 2 頁，共 3 頁標準差3.400變異系數0.247修正系數0.963標準值13.24中風化云母片巖個數189最小值30.1最大值75.1平均值47.9標準差8.751變異系數0.183修正系數0.977標準值46.83碎塊狀強風化花崗巖個數6最小值9.0最大值20.8平均值15.6標準差4.719變異系數0.298修正系數0.750標準值11.74中風化花崗巖個數41最小值33.917、最大值71.3平均值48.3標準差9.093變異系數0.188修正系數0.949標準值45.8制表：審核：項目負責人：3碎塊狀強風化云母片巖物力力學指標統計表工程名稱：新區智慧物流園市政基礎設施部分一期工程附表5巖土編號巖土名稱統計項目土 的 物 理 性 質(76g)界 限 含 水 率(100g)界 限 含 水 率壓 縮 性抗剪強度土化顆粒分析點荷載飽和抗壓天然含水率土粒比重Gs濕密度干密度d飽和度Sr孔隙比0液限WL塑限WP塑性指數IP液限指數IL液限WL塑限WP塑性指數IP壓縮模量Es0-50壓縮模量Es50-100壓縮模量Es100-200壓縮模量Es200-400壓縮系數100-200直剪飽和有機質含量20.00以上20.002.002.000.500.500.250.250.0750.075凝聚力C摩擦角凝聚力C摩擦角-g/cm3-MPaMPaMPaMPaMPa-1kPakPaMPa第 3 頁，共 3 頁