Dynamic properties of saturated soft clay under impact loading

MENG Qing-shan; WANG Ren; LEI Xue-wen; HU Jian-hua

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Dynamic properties of saturated soft clay under impact loading

更新时间：2026-06-25

- Dynamic properties of saturated soft clay under impact loading
- Vol. 25, Issue 2, (2004)
- 作者机构：
  
  1. 中国科学院武汉岩土力学研究所岩土力学重点实验室,湖北,武汉,430071
  2. 武汉科技大学城市建设学院,湖北,武汉,430070
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU435
- Online First：15 July 2014，
  
  Published：2004
- 稿件说明：
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MENG Qing-shan, WANG Ren, LEI Xue-wen, et al. Dynamic properties of saturated soft clay under impact loading[J]. 2004, 25(2).
DOI：

MENG Qing-shan, WANG Ren, LEI Xue-wen, et al. Dynamic properties of saturated soft clay under impact loading[J]. 2004, 25(2). DOI：

摘要

通过对淤泥质饱和软粘土施加冲击荷载进行室内动力固结试验，研究了软粘土在冲击荷载作用下的应力、孔隙水压力、轴向变形等动态响应特征，并通过三轴剪切试验结果，分析冲击荷载对淤泥质饱和软粘土的加固效应。试验结论对于动力固结理论的完善和现场施工具有指导意义。

Abstract

For the saturated silty soft clay

dynamic consolidation experiments

which reveal the dynamic stress

the dynamic properties of pore water pressure

axial strain of soft clay under impact loading

have been carried out. Additionally

the compacted effects of soft clay under impact loading have been also analyzed by the result of triaxial compression tests. The conclusions of experiments are propitious to perfecting the theory of dynamic consolidation.

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