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真空-堆载联合预压法的试验研究

朱艳 毕德义

路基工程Issue(1):114-116,3.
路基工程Issue(1):114-116,3.

真空-堆载联合预压法的试验研究

Test Study of Vacuum and Preloading Method

朱艳 1毕德义2

作者信息

  • 1. 四川建筑职业技术学院,四川德阳,618000
  • 2. 南水北调东线山东干线公司,济南,250000
  • 折叠

摘要

Abstract

The characteristic of vacuum-surcharge preloading reinforced soft foundation is introduced in this paper. Indoor simulation test is carried out according to different load rates to analyze stress path, strength,settlement and water discharge of reinforced soft foundation. The result shows that higher rate of vacuum load causes more water discharge, more soil shrinkage and higher stability of soil mass. The higher rate of surcharge causes larger settlement, and stress path is easier to close to failure line and thus unstable factors increase.

关键词

真空-堆载联合预压/模拟试验/应力路径/排水量

Key words

vacuum-preloading method/ simulation test/ stress path/ water discharge

分类

建筑与水利

引用本文复制引用

朱艳,毕德义..真空-堆载联合预压法的试验研究[J].路基工程,2011,(1):114-116,3.

路基工程

1003-8825

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