初始孔压非均布双层地基一维固结性状分析

长江科学院院报 ›› 2013, Vol. 30 ›› Issue (9): 80-84.

初始孔压非均布双层地基一维固结性状分析

江唯伟¹,张军辉²

1.广东省公路勘察规划设计院股份有限公司,广州 510030;
2.长沙理工大学公路工程教育部重点实验室,长沙 410004

收稿日期:2012-10-07 修回日期:2013-09-18 出版日期:2013-09-15 发布日期:2013-09-18
作者简介:江唯伟(1985-),男,湖北荆州人,硕士,工程师,主要从事路基路面及地基处理方面的研究,(电话)15099957531(电子信箱)327410253@qq.com。

One Dimensional Consolidation Behavior of Double-Layered Ground with Non-uniform Distribution of Initial Pore Water Pressure

JIANG Wei-wei¹, ZHANG Jun-hui²

1.Guangdong Highway Design Institute Co. Ltd., Guangzhou 510030, China;
2.Key Laboratory of Highway Engineering of Ministry of Education,Changsha University of Science and Technology, Changsha 410004, China

Received:2012-10-07 Revised:2013-09-18 Published:2013-09-15 Online:2013-09-18

摘要/Abstract

摘要： 根据双层地基固结理论,推导出瞬时加载、单面排水、初始孔压非均布的一维固结解答。给出了双层地基不同工况对应的简化初始孔压分布图,以便实际运用。通过编制的计算程序,分析了不同初始孔压分布对双层地基一维固结性状的影响。结合硬壳层地基固结的计算实例,分析了硬壳层应力扩散效应对固结曲线影响。

关键词: 初始孔压分布, 混合法, 双层地基, 一维固结, 应力扩散, 硬壳层

Abstract: According to the consolidation theory of double-layered ground, a solution is given to the problem of one-dimensional consolidation in consideration of instant load, singleside drain and non-uniform distribution of initial pore water pressure. The simplified diagram of initial pore water pressure distribution under different working conditions is given for engineering practice. The influence of initial pore water pressure distribution on one-dimensional consolidation behavior of double-layered ground is analyzed through computer program. The impact of stress spreading in dry crust on the consolidation curves is illustrated by calculating examples.

Key words: :distribution of initial pore water pressure, hybrid method, double-layered ground, one-dimensional consolidation, stress spreading, dry crust

中图分类号:

TU43

江唯伟,张军辉. 初始孔压非均布双层地基一维固结性状分析[J]. 长江科学院院报, 2013, 30(9): 80-84.

JIANG Wei-wei, ZHANG Jun-hui. One Dimensional Consolidation Behavior of Double-Layered Ground with Non-uniform Distribution of Initial Pore Water Pressure[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2013, 30(9): 80-84.

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