Study on reconsolidation characteristics of saturated soils

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Study on reconsolidation characteristics of saturated soils

更新时间：2026-06-25

- Study on reconsolidation characteristics of saturated soils
- Vol. 24, Issue 5, (2003)
- 作者机构：
  
  北方交通大学土木建筑工程学院,北京,100044
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU411
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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BAI Bing. Study on reconsolidation characteristics of saturated soils[J]. 2003, 24(5).
DOI：

BAI Bing. Study on reconsolidation characteristics of saturated soils[J]. 2003, 24(5). DOI：

摘要

重点考察了冲击能大小、周围压力、土性对再固结变形规律的影响，对一种砂粘混合体土料制备的扰动土样进行了试验研究。这对于了解强夯冲击荷载作用下，不同土类地基的性状及其加固效果有重要意义。此外，还研究了饱和粘性土的扰动固结问题、临界孔隙水压力问题，并对不同排水条件下土体的次固结变形问题进行了讨论。

Abstract

The effects of some factors

such as impact loading magnitudes

confining pressure and the types of soils on reconsolidation deformation are studied under impact loading. Particularly

the reconsolidation deformation characteristics of a kind of sand-clay mixture sample are discussed according to laboratory test results; and are compared with the saturated soft clay samples. Besides

the disturbance consolidation

the limit pore water pressure

the effect of test conditions on test results

etc. are also discussed. Based on the test results

the problems of secondary consolidation deformation under various drainage conditions are analyzed. These studies have a great significance to dynamic consolidation method for the reinforcement of saturated soft clay foundation.

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Related Author

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WU Song-lin

XING Bei-qi

LI Yu-long

LIU Yong-jian

FU Na

LIN Hui

QIAN Xiao-min

Related Institution

Key Laboratory of Soft Soils and Engineering Environment of Tianjin, Tianjin Chengjian University

Tianjin Bochan Construction Engineering Co., Ltd.

Institute of Geotechnical Engineering, Guangdong University of Technology

Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University

MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University

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