saturated soft clay soil 饱和软粘土
marine saturated soft clay 滨海相饱和软粘土
saturated soft clay ground 饱和软粘土地基
shanghai saturated soft clay 饱和软粘土
saturated soft clay foundation 饱和软粘土地基
saturated soft clay cyclic strength 软粘土循环强度
saturated silty soft clay 淤泥质饱和软粘土
saturated soft sandy clay 饱和细颗粒土
The dissipation of excess pore water pressure of pile side soil caused by construction and the consolidation of subsoil caused by vertical load are major factors leading to the settlement of soil compaction pile in saturated soft clay.
饱和软黏土地基中的挤土桩,施工引起的桩侧土体超孔隙水压力消散和竖向荷载引起的桩底土体固结是导致其沉降的主要因素。
参考来源 - 基于一维和三维固结挤土桩沉降时效计算分析·2,447,543篇论文数据，部分数据来源于NoteExpress
The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.
饱和软粘土地基沉桩过程中桩土挤压所引起的桩周土体超孔隙水压力效应是非常显著的。
It was shown that saturated soft clay was easier to fail under traffic loading induced dynamic stress.
研究结果说明，交通荷载引起的动应力作用下，饱和软黏土更容易破坏。
Saturated soft clay has been remolded by use of a vacuum preloading device made by researchers themselves.
运用真空预压原理，采用自行研制的真空预压设备制备重塑饱和软粘土试样。
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