1、工程名稱：工程編號： 2015-036巖巖統(tǒng)天然質量土天然重力飽液限塑液塑性含水粒孔隙和限性土土計密度密度指數(shù)量比比度 p指編名項L3 )重3)Sr數(shù)I P號稱目(g/cm(kN/m(%)(%)Gse(%)(%)IL統(tǒng)計個數(shù)最大值 1最小值雜填土平均值變異系數(shù)標準值統(tǒng)計個數(shù)20202020202020202020最大值42.01.942.761.20219.4100.051.728.00.8723.7最小值25.61.782.730.77417.878.634.518.60.3215.6 2粘土33.31.852.750.97718.593.242.222.90.5419.3平均值變異系數(shù)0.

2、1410.0250.0030.1100.0250.0560.1280.1230.2680.135標準值35.11.842.741.01918.495.240.021.70.6018.3統(tǒng)計個數(shù)41414141414141414141最大值76.51.702.762.20217.0100.056.430.42.4226.0 1最小值51.81.512.751.46515.188.040.621.81.0218.8淤泥63.51.602.761.83016.095.650.927.51.5523.4平均值變異系數(shù)0.1050.0300.0010.1040.0300.0280.0670.0660.2

3、140.069標準值65.31.582.761.88115.896.350.027.01.6423.0統(tǒng)計個數(shù)36363636363636363636最大值67.01.652.761.99616.598.157.631.41.6626.3 2最小值53.91.522.751.59715.289.643.023.31.0219.7淤泥60.91.602.761.78016.094.553.729.01.3024.7平均值變異系數(shù)0.0530.0180.0010.0530.0180.0220.0550.0570.1170.056標準值61.91.592.761.80715.995.152.828.

4、51.3424.3統(tǒng)計個數(shù)24242424242424242424最大值53.81.812.761.55818.1100.053.728.91.2024.8 1最小值40.51.652.751.14116.189.241.221.50.7619.7淤泥質粘土46.61.732.761.31717.295.447.125.31.0121.8平均值變異系數(shù)0.9980.0350.0020.9950.0390.0280.0730.0750.1270.076標準值48.41.712.751.37816.996.445.924.71.0521.2地基土物理力學性質指標數(shù)理統(tǒng)計表直剪三軸剪壓縮系數(shù)壓縮模量

5、顆粒組成百分數(shù)粘聚內摩粘聚內摩力擦角力擦角EsCuu uu0.1-0.2Ccc0.1-0.220mm2mm0.5mm0.25mm0.075mm(kPa)( 度)(1/MPa)(kPa)( 度)(MPa)(%)(%)(%)(%)(%)( 不固結不排( 不固結不排( 固快)( 固快)水剪)水剪)111133191923.018.264.00.40.9005.9113.012.215.00.20.3302.4518.514.740.70.30.5463.890.1730.1250.2870.26316.813.70.6103.48232377414113.010.415.00.33.4202.418

6、.07.05.00.11.0700.949.38.610.60.31.9241.560.1190.1170.2770.3060.2760.2278.98.28.70.22.0671.4730301818363613.010.826.00.42.0802.578.07.910.00.21.0501.3810.89.214.60.41.4811.930.1150.0680.2070.1730.1770.15510.49.013.40.31.5561.8423231111242420.012.90.535.01.0703.8212.09.60.218.00.5702.3516.011.10.324.

7、80.8632.800.1550.1000.2370.1880.1840.14515.010.70.322.40.9192.67工程名稱：工程編號： 2015-036巖巖統(tǒng)天然質量土天然重力飽液限塑液塑性含水?？紫逗拖扌酝镣劣嬅芏让芏戎笖?shù)量比比度 p指編名項L3 )重3)Sr數(shù)I P號稱目(g/cm(kN/m(%)(%)Gse(%)(%)IL統(tǒng)計個數(shù)6666666666最大值43.21.822.761.23818.296.048.526.40.9222.1 2最小值32.01.762.741.03217.685.036.019.60.6716.4粘土38.61.782.751.14517.89

8、2.543.823.60.7520.2平均值變異系數(shù)0.1050.0130.0030.0740.0130.0420.1060.1010.1230.114標準值41.91.762.751.21517.695.839.921.60.8218.3統(tǒng)計個數(shù)最大值最小值 3中砂平均值變異系數(shù)標準值統(tǒng)計個數(shù)18181818181818181818最大值28.62.002.750.88820.095.340.722.20.9018.5 1最小值21.01.802.700.65318.078.221.211.40.4010.1粉質粘土24.31.932.720.74619.388.529.116.60.671

9、2.5平均值變異系數(shù)0.0840.0310.0050.0980.0310.0460.1750.1530.2240.193標準值25.11.912.710.77919.190.127.115.70.7311.4統(tǒng)計個數(shù)1111111111最大值36.01.752.741.12917.587.336.620.40.9616.2 3最小值36.01.752.741.12917.587.336.620.40.9616.2中砂36.01.752.741.12917.587.336.620.40.9616.2平均值變異系數(shù)標準值統(tǒng)計個數(shù)32323232323232323030最大值38.21.942.76

10、1.13919.4100.048.526.40.9720.6 2最小值27.11.772.710.84117.780.624.814.30.4810.5粉質粘土31.91.852.730.94618.592.035.019.20.7515.4平均值變異系數(shù)0.0900.0210.0050.0790.0210.0540.1740.1610.1910.179標準值32.91.842.730.97018.493.533.218.30.8014.5地基土物理力學性質指標數(shù)理統(tǒng)計表直剪三軸剪壓縮系數(shù)壓縮模量顆粒組成百分數(shù)粘聚內摩粘聚內摩力擦角力擦角EsCuu uu0.1-0.2Ccc0.1-0.220m

11、m2mm0.5mm0.25mm0.075mm(kPa)( 度)(1/MPa)(kPa)( 度)(MPa)(%)(%)(%)(%)(%)( 不固結不排( 不固結不排( 固快)( 固快)水剪)水剪)6666111132.025.20.7704.3739.222.916.82.015.011.50.4702.9139.222.916.82.022.315.70.6023.6339.222.916.82.00.2700.3480.1670.13317.411.20.6853.23777778.641.524.041.610.5002.112.72.52.319.711.921.95.217171818

12、26.028.70.4806.3613.016.10.2603.8917.123.90.3475.230.1960.1510.2060.15415.622.30.3764.911111202020202015.017.80.5903.6112.134.851.965.111.015.017.80.5903.61000.815.42.115.017.80.5903.610.61.618.436.75.82525292929.027.70.6505.2610.012.70.3803.3518.121.00.4614.310.2830.2320.1470.11716.319.40.4824.15地基

13、土物理力學性質指標數(shù)理統(tǒng)計表工程名稱：巖土編號 31 31a 32 1 1a工程編號： 2015-036直剪巖統(tǒng)天然質量土天然重力飽液限塑液塑性粘聚內摩含水?？紫逗拖扌酝劣嬅芏让芏戎笖?shù)力擦角量比比度 p指名項LCcc重Sr數(shù)稱目(g/cm 3 )(kN/m 3)(%)I P(%)Gse(%)(%)IL(kPa)( 度)( 固快)( 固快)統(tǒng)計個數(shù)111111111111最大值21.22.002.700.63620.090.021.411.80.989.620.028.9礫砂最小值21.22.002.700.63620.090.021.411.80.989.620.028.9平均值21.22.0

14、02.700.63620.090.021.411.80.989.620.028.9變異系數(shù)標準值統(tǒng)計個數(shù)161616161616161615151313最大值37.42.012.761.06520.1100.047.926.10.9521.934.023.7粘土最小值29.01.802.710.85418.084.122.912.80.4612.818.011.1平均值33.61.852.740.98718.593.139.821.60.6418.825.815.9變異系數(shù)0.0800.0270.0050.0600.0270.0450.1820.1730.2170.1560.1800.235標

15、準值35.01.832.741.01718.395.036.620.00.7017.423.514.0統(tǒng)計個數(shù)最大值最小值中砂平均值變異系數(shù)標準值統(tǒng)計個數(shù)323232323232323221212424最大值35.02.022.761.04020.298.751.427.70.7319.737.027.2粉質粘土最小值22.01.782.700.66917.884.224.014.50.2110.715.013.6平均值26.41.922.730.79919.290.633.418.60.5014.825.821.9變異系數(shù)0.1140.0310.0060.1170.0310.0340.193

16、0.1660.2930.1830.2570.201標準值27.41.902.720.83019.091.531.417.60.5513.923.520.3統(tǒng)計個數(shù)最大值最小值粗砂平均值變異系數(shù)標準值三軸剪壓縮系數(shù)壓縮模量顆粒組成百分數(shù)粘聚內摩力擦角EsCuu uu0.1-0.20.1-0.220mm2mm0.5mm0.25mm0.075mm(kPa)( 度)(1/MPa)(MPa)(%)(%)(%)(%)(%)( 不固結不排( 不固結不排水剪)水剪)1140404040400.2307.1134.248.331.930.911.70.2307.111.64.60.63.41.20.2307.1

17、111.924.915.213.93.41414111110.5806.6615.526.611.67.22.20.2403.6015.526.611.67.22.20.4304.8315.526.611.67.22.20.2480.2280.4814.3113131313137.827.243.051.512.0000.618.53.70.75.823.333.65.526261110.4109.1517.742.78.70.1904.6817.742.78.70.2916.3217.742.78.70.1990.1900.3115.91222229.429.229.523.13.7014.

18、612.59.12.64.721.921.016.13.2地基土物理力學性質指標數(shù)理統(tǒng)計表工程名稱：巖土編號 3 3a 1 2 3工程編號： 2015-036直剪巖統(tǒng)天然質量土天然重力飽液限塑液塑性粘聚內摩含水?？紫逗拖扌酝劣嬅芏让芏戎笖?shù)力擦角量比比度 p指名項LCcc重Sr數(shù)稱目(g/cm 3 )(kN/m 3)(%)I P(%)Gse(%)(%)IL(kPa)( 度)( 固快)( 固快)統(tǒng)計個數(shù)111111111111最大值23.81.882.710.78518.882.225.915.00.8110.925.030.1中砂最小值23.81.882.710.78518.882.225.91

19、5.00.8110.925.030.1平均值23.81.882.710.78518.882.225.915.00.8110.925.030.1變異系數(shù)標準值統(tǒng)計個數(shù)222222222211最大值34.61.982.751.05619.890.146.225.00.4521.232.011.7粉質粘土最小值15.01.802.700.56818.071.320.711.20.409.532.011.7平均值24.81.892.730.81218.980.733.518.10.4315.432.011.7變異系數(shù)標準值統(tǒng)計個數(shù)202020202020202017171616最大值29.72.042

20、.760.86720.4100.049.026.20.6620.158.027.6最小值21.11.802.710.63318.085.924.514.10.2110.425.013.3粉質粘土25.91.942.740.76119.492.936.520.00.4315.632.820.7平均值變異系數(shù)0.0900.0330.0060.0730.0330.0350.1950.1740.3400.2040.2830.248標準值27.01.922.730.78619.294.133.718.60.4914.328.318.4統(tǒng)計個數(shù)141414141414141414141414最大值37.8

21、1.922.761.10119.299.253.528.60.7124.942.019.8粘土最小值29.21.802.730.83718.089.032.017.40.3414.620.012.6平均值34.41.852.750.99118.594.143.423.40.5420.028.615.7變異系數(shù)0.0850.0200.0040.0940.0200.0250.1440.1400.2040.1490.2050.145標準值35.91.832.751.03618.395.240.421.90.5918.625.514.6統(tǒng)計個數(shù)最大值最小值中砂平均值變異系數(shù)標準值三軸剪壓縮系數(shù)壓縮模量

22、顆粒組成百分數(shù)粘聚內摩力擦角EsCuu uu0.1-0.20.1-0.220mm2mm0.5mm0.25mm0.075mm(kPa)( 度)(1/MPa)(MPa)(%)(%)(%)(%)(%)( 不固結不排( 不固結不排水剪)水剪)1121212121210.3005.9521.523.440.755.410.30.3005.95002.47.62.60.3005.952.67.514.434.46.0220.4307.470.2104.780.3206.1320200.44011.340.1604.760.2756.980.2820.2670.3056.2513130.4507.670.2

23、504.460.3735.480.1600.1840.4034.9714141414141.826.241.952.96.8004.416.33.00.411.123.828.34.4地基土物理力學性質指標數(shù)理統(tǒng)計表工程名稱：工程編號： 2015-036直剪巖巖統(tǒng)天然質量土天然重力飽液限塑液塑性粘聚內摩含水?？紫逗拖扌酝镣劣嬅芏让芏戎笖?shù)力擦角量比比度 p指編名項LCcc重Sr數(shù)號稱目(g/cm 3 )(kN/m 3)(%)I P(%)Gse(%)(%)IL(kPa)( 度)( 固快)( 固快)統(tǒng)計個數(shù)161616161616161616161515最大值27.62.052.750.79220.

24、597.142.422.90.6819.537.028.2 1粉質粘土最小值21.21.802.710.63018.085.624.714.20.2410.518.017.5平均值24.21.962.720.71819.691.431.517.60.5113.926.621.9變異系數(shù)0.0810.0310.0060.0770.0310.0420.1780.1490.2840.2210.2920.144標準值25.21.932.720.74519.393.129.016.40.5812.522.320.4統(tǒng)計個數(shù)最大值含角礫粉質粘土最小值平均值變異系數(shù)標準值統(tǒng)計個數(shù)111111111111最大

25、值26.01.962.730.75519.694.031.017.00.6414.027.020.5 a最小值26.01.962.730.75519.694.031.017.00.6414.027.020.5粉質粘土平均值26.01.962.730.75519.694.031.017.00.6414.027.020.5變異系數(shù)標準值統(tǒng)計個數(shù)666666666666最大值35.62.022.761.01220.297.547.625.50.6915.934.026.5 1全風化基巖最小值20.81.842.710.64918.483.029.017.20.3111.816.021.8平均值28.

26、81.912.730.84219.193.838.322.70.4614.822.023.9變異系數(shù)0.2160.0380.0050.1870.0380.0460.1430.1450.3240.0910.3250.089標準值34.01.852.730.97218.596.434.920.60.5813.916.122.4統(tǒng)計個數(shù)最大值最小值三軸剪壓縮系數(shù)壓縮模量顆粒組成百分數(shù)粘聚內摩力擦角EsCuu uu0.1-0.20.1-0.220mm2mm0.5mm0.25mm0.075mm(kPa)( 度)(1/MPa)(MPa)(%)(%)(%)(%)(%)( 不固結不排( 不固結不排水剪)水剪)

27、13131110.40011.8514.261.86.30.1505.0414.261.86.30.2338.0114.261.86.30.2870.2540.2676.99171717171727.831.525.742.35.702.55.44.71.511.119.812.713.43.3110.2008.770.2008.770.2008.77660.5006.590.2503.900.4004.880.2390.2110.4794.03 2強風化基巖平均值變異系數(shù)標準值0mm(%)水平豎向滲透滲透系數(shù)系數(shù)( 室內)( 室內)khkv(*10 -(*10 -6 cm/s)6cm/s)6

28、 100.230.210.080.070.130.130.3100.3360.170.1621 132.000.470.210.230.410.350.9180.2010.550.3933.000.291.22無側限抗壓強度十字十字板殘板剪余剪切強原狀重塑靈敏切強度度ququ度( 原位)( 原位)(kPa)(kPa)St(Cu)(CU )kPakPa3373.2042.3038.9011.8054.8724.933336691.3046.202.1361.2023.3054.1028.001.9024.106.1077.7739.031.9940.3512.370.4100.61325.716

29、.111122969637.2019.802.2532.7012.6020.3016.501.7912.103.2028.9518.152.0224.987.050.1620.2110.30226.3722.065.6811145.7021.402.1445.7021.402.1445.7021.402.14標重型重型輕型輕型貫動探動探動探動探擊數(shù)修正修正NN63.5N63.5N10N10( 擊( 擊( 擊( 擊/10cm)( 擊/10cm)/30cm)/10cm)/10cm)8888102.097.9102.097.97.06.87.06.832.030.832.030.81.0221.0141.0221.0149.99.79.99.7水平豎向無側限抗壓強度十字十字板殘標重型重型滲透滲透板剪輕型輕型余剪貫動探動探系數(shù)系數(shù)切強動探動探原狀重塑靈敏切強擊數(shù)修正( 室內)( 室內)度修正度NN63.5N63.50mmkhkvququ度( 原位)