Experimental research on microstructrue changes of 
cohesive soil under triaxial compression

HU Xin; ZHOU Yu-quan; HONG Bao-ning; MIN Zi-chao

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Experimental research on microstructrue changes of cohesive soil under triaxial compression

更新时间：2026-06-25

- Experimental research on microstructrue changes of cohesive soil under triaxial compression
- Vol. 27, Issue S1, (2006)
- 作者机构：
  
  1. 河海大学岩土工程研究所,南京,210098
  2. 南京市高速公路建设指挥部,南京,210008
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU411.92
- Online First：15 December 2006，
  
  Published：2006
- 稿件说明：
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HU Xin, ZHOU Yu-quan, HONG Bao-ning, et al. Experimental research on microstructrue changes of cohesive soil under triaxial compression[J]. 2006, 27(S1).
DOI：

HU Xin, ZHOU Yu-quan, HONG Bao-ning, et al. Experimental research on microstructrue changes of cohesive soil under triaxial compression[J]. 2006, 27(S1). DOI：

摘要

工程土体在宏观上所表现出来的非连续性、不均匀性和非确定性等复杂特性，取决于土体微细结构的非连续性和非确定性。在前人相关研究的基础上，通过微细结构观测试验，获取黏性土在受力条件下微细结构特征量的变化情况，研究黏性土在连续受力过程中结构参数变化规律，并将其与土体宏观物理力学性质相结合，从而解释和把握基于细观结构层次上的工程土体特性。

Abstract

The complex characteristics such as noncontinuity

nonuniformity

anisotropy and uncertainty

which cohesive soils show in macroscopic scale in engineering

are fundamentally dependent on noncontinuity and uncertainty of soil microstructure. Based on the former research and lots of microstructure quantification experiments

we want to obtain variation character of soil microstructure

study change regularities of structural parameters under continuous loads and combine them with macro physico-mechanical behavior of cohesive soils; thus we can explain and grasp the engineering characteristics from soil microstructure.

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