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EPS粒径对轻量土抗剪强度的影响规律

侯天顺 徐光黎

岩土工程学报2011,Vol.33Issue(10):1634-1641,8.
岩土工程学报2011,Vol.33Issue(10):1634-1641,8.

EPS粒径对轻量土抗剪强度的影响规律

Influence law of EPS size on shear strength of light weight soil

侯天顺 1徐光黎2

作者信息

  • 1. 西北农林科技大学水利与建筑工程学院,陕西杨凌712100
  • 2. 中国地质大学生物地质与环境地质教育部重点实验室,湖北武汉430074
  • 折叠

摘要

Abstract

To determine influence of EPS (Expanded polystyrene) size on shear strength of light weight soil, the shear strength characteristics of mixed soil (cement mixed ratio of 12% and 20% and EPS volume ratio of 40%) with three kinds of EPS sizes are studied by means of direct shear tests. The results show that there are two types of shear stress-shear displacement relation curves: strain hardening and strain softening, and they are decided by cement mixed ratio, normal stress and so on. Its shear strength envelope is broken line, and it has the same shape as that of traditional structural soil. When the cement mixed ratio and EPS volume ratio are the same, with the increase of the EPS size, the wet density of light weight soil is constant, the shear strength decreases, the unit price reduces, but the strength reduction rate is far below the reduction rate of the unit price. Shear contraction or shear fracture may occur in EPS on shear planes, and it is decided by the cement mixed ratio and EPS size, Cohesion decreases with the increase of the EPS size, and internal friction angle has no obvious variation law. Shear failure processes of light weight soil can be divided into three stages: deformation coordination, progressive damage and pure friction. A shear strength model for 3 interfaces (stabilized soil-stabilized soil, stabilized soil-EPS, EPS-EPS) is brought forward. The strength reduction law of light weight soil with the increase of the EPS size is theoretically proved. According to the fact that the strength reduction rate is far below the reduction rate of unit price, EPS beads whose diameter is 3-5 mm should be used in construction, and prescription can be optimized, then the cost can be reduced appropriately.

关键词

轻量土/抗剪强度/EPS/粒径/直剪试验

Key words

light weight soil/shear strength/EPS/size/direct shear test

分类

建筑与水利

引用本文复制引用

侯天顺,徐光黎..EPS粒径对轻量土抗剪强度的影响规律[J].岩土工程学报,2011,33(10):1634-1641,8.

基金项目

国家自然科学基金项目 ()

生物地质与环境地质教育部重点实验室开放基金项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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