基于一维和三维固结挤土桩沉降时效计算分析

›› 2009, Vol. 30 ›› Issue (9): 2629-2632.

基于一维和三维固结挤土桩沉降时效计算分析

赵春彦¹，²，周顺华²，袁建议²

1. 中南大学土木建筑学院，长沙 410075；2. 同济大学道路与交通工程教育部重点实验室，上海 201804

收稿日期:2008-02-18 出版日期:2009-09-10 发布日期:2010-03-24
作者简介:赵春彦，男，1980年生，博士研究生，主要从事桩基和土工技术方面的研究。

Calculation and analysis of settlement time-dependency of soil compaction pile based on one-dimensional and three-dimensional consolidations

ZHAO Chun-yan¹, ², ZHOU Shun-hua², YUAN Jian-yi²

1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 2. Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 201804, China

Received:2008-02-18 Online:2009-09-10 Published:2010-03-24

摘要/Abstract

摘要：

饱和软黏土地基中的挤土桩，施工引起的桩侧土体超孔隙水压力消散和竖向荷载引起的桩底土体固结是导致其沉降的主要因素。基于三维固结理论，研究了桩侧地基土再固结沉降的变化规律，并从桩-土相互作用的原理出发，结合边界条件，推导出了在桩侧地基土再固结沉降的作用下挤土桩沉降的计算公式。运用太沙基一维固结理论并采用分层总和法计算竖向荷载作用下桩底土体的沉降。提出了饱和软土中挤土桩沉降时效的计算方法。并对工程实例进行了计算分析，其结果符合工程实际沉降规律。

关键词: 饱和软黏土, 挤土桩, 一维固结, 三维固结, 沉降时效

Abstract:

The dissipation of excess pore water pressure of pile side soil caused by construction and the consolidation of subsoil caused by vertical load are major factors leading to the settlement of soil compaction pile in saturated soft clay. Changing rules of reconsolidation settlement of pile side soil are studied based on three-dimensional consolidation theory. The calculating formula of settlement of soil compaction pile is educed under reconsolidation settlement of pile side soil by using the interaction effect principle of pile and soil combining boundary condition. Terzaghi’s one-dimensional consolidation theory and layer-wise summation method are adopted to compute settlement of subsoil under vertical load. The calculating method is brought forward on settlement time-dependency of soil compaction pile in saturated soft clay. Engineering case is calculated and analyzed; and the calculating results accord with actual settlement rules.

Key words: saturated soft clay, soil compaction pile, one-dimensional consolidation, three-dimensional consolidation, settlement time-dependency

中图分类号:

TU 473.1

赵春彦，周顺华，袁建议. 基于一维和三维固结挤土桩沉降时效计算分析[J]. , 2009, 30(9): 2629-2632.

ZHAO Chun-yan, ZHOU Shun-hua, YUAN Jian-yi. Calculation and analysis of settlement time-dependency of soil compaction pile based on one-dimensional and three-dimensional consolidations[J]. , 2009, 30(9): 2629-2632.

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