Research Article
Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
Table 1
Details of soil samples and model parameters.
| Soils | (g⋅cm−3) | (%) | | / | (kPa) | | | Reference |
| Singapore clay | 2.74 | 84 | 1.59 | 0.69 | 218 | 0.50 | 0.54 | Low et al. [8] | Gulf of Guinea clay | 2.65 | 118 | 3.28 | 1.05 | 98 | 1.17 | 0.55 | Hattab et al. [17] | Lianyungang clay | 2.73 | 53 | 1.79 | 1.24 | 69 | 0.61 | 0.60 | Deng et al. [18] | Jangyu clay | 2.71 | 60 | 2.35 | 1.45 | 60 | 0.97 | 0.44 | Chung et al. [19] | Undisturbed Ariake clay | 2.66 | 127 | 4.30 | 1.27 | 38 | 1.15 | 0.30 | Liu and Hong [20] | Disturbed Ariake clay | 2.66 | 127 | 4.30 | 1.27 | 29 | 1.27 | 0.26 | Liu and Hong [20] | Shanghai clay | 2.70 | 45 | 1.15 | 0.94 | 160 | 0.31 | 0.24 | Li et al. [21] | Batiscan clay | 2.67 | 43 | 2.13 | 1.85 | 117 | 1.15 | 1.05 | Leroueil et al. [22] | Wenzhou clay | | | | | | | | Bian [23] | 5 m | 2.70 | 65 | 1.91 | 1.05 | 61 | 0.60 | 0.53 | 7.5 m | 2.73 | 70 | 1.94 | 1.01 | 58 | 0.52 | 0.41 | 10 m | 2.71 | 69 | 1.90 | 1.02 | 80 | 0.58 | 0.53 | 12.5 m | 2.71 | 73 | 2.01 | 1.02 | 92 | 0.74 | 0.56 | 15 m | 2.70 | 76 | 1.84 | 0.90 | 100 | 0.53 | 0.85 | 17.5 m | 2.71 | 74 | 1.73 | 0.87 | 148 | 0.54 | 0.42 | 20 m | 2.71 | 65 | 1.60 | 0.91 | 138 | 0.55 | 0.57 | 22.5 m | 2.73 | 67 | 1.42 | 0.78 | 156 | 0.37 | 0.79 |
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