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超贫胶结材料三轴试验
引用本文:孙明权,彭成山,李永乐,邢振贤.超贫胶结材料三轴试验[J].水利水电科技进展,2007,27(4):46-49.
作者姓名:孙明权  彭成山  李永乐  邢振贤
作者单位:华北水利水电学院水利学院,河南,郑州,450008
摘    要:在前期大量单轴试验的基础上,对超贫胶结材料试件进行了三轴试验,得到不同胶凝材料用量、不同围压下的应力-应变曲线,分析了胶凝材料用量及围压对应力-应变曲线的影响,探讨了不同试验条件下试件的强度、体积变形规律以及残余强度等,为超贫胶结材料本构模型的建立奠定了基础。

关 键 词:超贫胶结材料  应力-应变关系  三轴试验
文章编号:1006-7647(2007)04-0046-04
修稿时间:2006-02-15

Triaxial test of over lean cemented material
SUN Ming-quan,PENG Cheng-shan,LI Yong-le,XING Zhen-xian.Triaxial test of over lean cemented material[J].Advances in Science and Technology of Water Resources,2007,27(4):46-49.
Authors:SUN Ming-quan  PENG Cheng-shan  LI Yong-le  XING Zhen-xian
Affiliation:Faculty of Water Conservancy, North China University of Water Conservancy and Electric Power, Zhengzhou 450008, China
Abstract:Based on great deal of uniaxial tests in former stage,triaxial tests were performed on over lean cemented material specimens,and the stress-strain curve for the specimens with different amounts of cementing material under different confining pressures were obtained.The influences of dosage of cementing material and confining pressure on the stress-strain curve were analyzed,and the strength,the law of volume variation,and the residual strength of over lean cemented material under different test conditions were also discussed.The present study provides a basis for establishment of the constitutive model for over lean cemented material.
Keywords:over lean cemented material  stress-strain relationship  triaxial test  
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