Research Article

Experimental Investigation of the Deformation Characteristics of Tianjin Clays under Coupled Dynamic Stress and Seepage Fields

Table 1

Primary index properties of the tested Tianjin clays.

No.Depth (m)Water content, ω (%)Initial density, ρ0 (g/cm3)Initial void ratio, e0Liquid limit, ωL (%)Plastic limit, ωP (%)Cohesive force, c (kPa)Internal friction angle, φ (°)Compression index, Cc

18.152.51.611.35570.1527.42.012.2∼13.60.51
28.350.21.621.35570.127.32.113.10.50
38.552.51.611.3466.227.22.013.30.48
48.651.91.641.3468.227.22.512.80.48
58.949.91.631.3265.727.12.613.60.46
69.148.71.651.2860.127.22.613.50.47
79.448.71.631.2961.426.92.912.20.45
89.747.81.621.2662.526.92.612.80.45
99.947.51.661.1466.326.43.212.70.43
1010.346.21.651.2561.226.43.612.90.44
1110.546.81.641.2863.326.63.613.20.42
1210.646.71.681.1162.826.43.913.20.39
1310.846.51.671.2860.126.14.113.60.39
1410.946.01.721.2858.926.14.212.90.35
1511.146.41.731.2659.225.84.112.70.36
1611.344.71.791.2253.825.94.812.30.41
1711.545.21.741.2556.725.85.312.40.36
1811.644.91.721.2855.326.15.112.90.32
1911.744.61.701.1257.226.05.913.20.33
2011.944.51.691.2153.425.76.113.20.32
2112.344.61.731.2851.725.76.013.10.37
2212.543.61.721.2352.425.46.412.10.37
2312.743.51.751.2352.125.46.812.50.30
2412.943.71.771.2254.125.86.312.80.31
2513.142.61.791.2551.925.37.112.30.33
2613.442.71.771.1551.825.37.312.30.31
2713.642.41.781.2455.625.67.113.20.35
2813.742.11.761.2654.825.46.913.20.37
2913.941.81.761.1857.325.77.213.10.32
3014.041.51.781.2655.625.47.512.80.30
3114.141.11.781.2454.825.37.612.90.31
3214.440.41.751.2254.625.57.212.90.32
3314.540.21.761.2352.425.66.912.50.33
3414.740.11.781.1153.425.76.812.30.31
3514.840.21.781.1354.125.76.212.30.30
3615.040.41.771.2253.825.56.812.70.31