One dimensional consolidation of elastic Gibson soils

FANG ye; XU Chang-jie; CAI Yuan-qiang

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One dimensional consolidation of elastic Gibson soils

更新时间：2026-06-25

- One dimensional consolidation of elastic Gibson soils
- Vol. 24, Issue 6, (2003)
- 作者机构：
  
  浙江大学岩土工程研究所,浙江,杭州,310027
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU43
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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FANG ye, XU Chang-jie, CAI Yuan-qiang. One dimensional consolidation of elastic Gibson soils[J]. 2003, 24(6).
DOI：

FANG ye, XU Chang-jie, CAI Yuan-qiang. One dimensional consolidation of elastic Gibson soils[J]. 2003, 24(6). DOI：

摘要

针对单层Gibson地基模型，运用Laplace变换，求得了单层Gibson地基的一维固结问题，得到了频域内的通解。通过Laplace逆变换，即可计算单层Gibson地基在任意荷载下的一维固结特性。此外，结合工程实例，对解进行了探讨，揭示了单层Gibson地基的固结特性。

Abstract

By the method of Laplace transform

consolidation of elastic Gibson soils under arbitrary loading is studied. The general solution in the Laplace transform field is got

and the effective stress in the soils under arbitrary loading can be calculated by the Laplace inversion. In addition

according to numerical examples

some characters of consolidation of elastic soils are found.

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