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干密度和含水率对稻草加筋土强度与变形的影响

柴寿喜 石茜

煤田地质与勘探Issue(1):46-49,4.
煤田地质与勘探Issue(1):46-49,4.DOI:10.3969/j.issn.1001-1986.2013.01.009

干密度和含水率对稻草加筋土强度与变形的影响

Effect of dry density and water content on the strength and deformation of saline soil reinforced with rice straw

柴寿喜 1石茜1

作者信息

  • 1. 天津城市建设学院地质与测绘学院,天津 300384
  • 折叠

摘要

Abstract

Saline soil is reinforced with anti-corrosive rice straw marinated in SH agent, and the unconfined com-pressive test and triaxial shear test (UU) on reinforcement are carried out immediately in the condition of three dry densities and three water content of saline soil. It has been proved that (1) compressive strength and shear strength are high, and anti-deformation is remarkable in great density, (2) the strength are high and anti-deforma- tion of reinforced soil reduces with the increase of water content, (3) reinforcement with rice straw increases the cohesion and anti-deformation, but has small impact on internal friction angle, (4) reinforcing effect is very well in the con-dition of maximum dry density and optimum water content. Research results can be used as a guide for engineering construction.

关键词

纤维加筋土/滨海盐渍土/干密度/含水率

Key words

soil reinforced with fiber/saline soil/dry density/water content

分类

建筑与水利

引用本文复制引用

柴寿喜,石茜..干密度和含水率对稻草加筋土强度与变形的影响[J].煤田地质与勘探,2013,(1):46-49,4.

基金项目

国家自然科学基金项目(41140024 ()

41272335) ()

天津市自然科学基金项目(12JCYBJC14500) (12JCYBJC14500)

天津市高等学校科技发展基金项目(20090901) (20090901)

煤田地质与勘探

OA北大核心CSCDCSTPCD

1001-1986

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