《Table 1 Physical and mechanical properties of simulative soil and deep-sea sediment》
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《Traction rheological properties of simulative soil for deep-sea sediment》
Considering that it is not possible to meet the requirements of experimental studies using only a small amount of deep-sea sediment，simulative soils have been usually used as substitutes for the deep-sea sediment（Hillenbrand et al.，2003；Maher et al.，2004；Wang et al.，2011；Ma et al.，2014a）.Therefore，four kinds of simulative soils，i.e.，S1，S2，S3，and S4，were prepared by mixing four kinds of bentonites with a certain percentage of water（Ma et al.，2015a）.Table 1 lists the water contentω，the wet densityρ，the penetration resistance P s，the cohesion C，and the internal friction angleφof the simulative soil and the deep-sea sediment.It is seen that the S3 simulative soil has the closest physical and mechanical parameters to the deep-sea sediment，and becomes the best substitution for the deep-sea sediment（Ma et al.，2015a）.
| 图表编号 | XD0034429300 严禁用于非法目的 |
|---|---|
| 绘制时间 | 2019.01.01 |
| 作者 | QI Cailing、RAO Qiuhua、LIU Qi、MA Wenbo |
| 绘制单位 | College of Civil Engineering and Mechanics, Xiangtan University、Hunan Key Laboratory of Geomechanics and Engineering Safety, Xiangtan University、School of Civil Engineering, Central South University、College of Civil Engineering and Mechanics, Xiangtan Uni |
| 更多格式 | 高清、无水印（增值服务） |
