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重载路基水泥填料土的动应力应变关系
引用本文:唐剑潇,王建华,赵明龙.重载路基水泥填料土的动应力应变关系[J].低温建筑技术,2007(2):76-78.
作者姓名:唐剑潇  王建华  赵明龙
作者单位:天津大学岩土工程研究所,天津,300072
基金项目:教育部科学技术研究项目
摘    要:通过动三轴试验,研究干湿循环过程对水泥改良粉质粘土动应力应变关系的影响,并据试验结果从弹性模量Ed、阻尼比λ、振动塑性应变εp三方面建立了一种描述此种改良土动力特性的应力应变关系模型。

关 键 词:路基  填料  水泥改良土  干湿循环  弹性模量
文章编号:1001-6864(2007)02-0076-03
修稿时间:2006-12-12

DYNAMIC STRESS - STRAIN RELATIONSHIP OF CEMENT- SOIL USING ON FILLING MATERIAL OF HEAVILY LOADED SUBGRADE
TANG Jian-xiao,WANG Jian-hua,ZHAO Ming-long.DYNAMIC STRESS - STRAIN RELATIONSHIP OF CEMENT- SOIL USING ON FILLING MATERIAL OF HEAVILY LOADED SUBGRADE[J].Low Temperature Architecture Technology,2007(2):76-78.
Authors:TANG Jian-xiao  WANG Jian-hua  ZHAO Ming-long
Affiliation:Geoteehnical Engineering Institute, Tianjin University, Tianjin 300072, China
Abstract:The effects of cyclic dry-wet process on the dynamic stress-strain relationship of the cement silt clay were researched by cyclic triaxial tests.According to elastic modulus Ed、damp λ and dynamic plastic strain εP,a model of the dynamic stress-strain relationship of cement-soil was created.
Keywords:subgrade  filling material  cement-soil  cyclic dry-wet process  elastic modulus
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