Research on coefficient of consolidation of soft clay under compression

LIN Peng; XU Zhen-hong; XU Peng; ZENG Li-sheng

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Research on coefficient of consolidation of soft clay under compression

更新时间：2026-06-25

- Research on coefficient of consolidation of soft clay under compression
- Vol. 24, Issue 1, (2003)
- 作者机构：
  
  汕头大学土木工程系,广东,汕头,515063
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU441+.3
- Online First：27 August 2014，
  
  Published：2003
- 稿件说明：
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LIN Peng, XU Zhen-hong, XU Peng, et al. Research on coefficient of consolidation of soft clay under compression[J]. 2003, 24(1).
DOI：

LIN Peng, XU Zhen-hong, XU Peng, et al. Research on coefficient of consolidation of soft clay under compression[J]. 2003, 24(1). DOI：

摘要

研究了软土固结系数在压缩过程中随应力水平变化的规律，推导出正常固结和超固结状态下固结系数与固结应力之间的表达式，通过室内渗压试验进一步探讨和验证固结系数这一特点。该结果为数值分析的准确性提供了保证。

Abstract

The relationship between coefficient of consolidation and effective stresses of a soft clay is researched. An expression between them is derived. A series of laboratory tests are also conducted to prove its validity. The positive results can increase the accuracy for the numerical analysis of consolidation.

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