The original soft clay for the monotone decreasing.
而原状软粘土为单调递减。
参考来源 - 土体动弹性模量与动剪切模量关系对比研究The calculating method is brought forward on settlement time-dependency of soil compaction pile in saturated soft clay.
提出了饱和软土中挤土桩沉降时效的计算方法。
参考来源 - 基于一维和三维固结挤土桩沉降时效计算分析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
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