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准平面应变条件下泥砂岩变形局部化的试验研究
引用本文:尹光志,岳顺,张东明,王浩.准平面应变条件下泥砂岩变形局部化的试验研究[J].岩土力学,2008,29(3):586-590.
作者姓名:尹光志  岳顺  张东明  王浩
作者单位:1. 重庆大学,资源及环境科学学院,重庆,400044;重庆大学,西南资源开发及环境灾害控制工程教育部重点试验室,重庆,400044
2. 重庆大学,资源及环境科学学院,重庆,400044
3. 重庆大学,数理学院,重庆,400044
基金项目:国家重点基础研究发展计划(973计划) , 国家自然科学基金 , 国家自然科学基金
摘    要:自行研制了准平面应变试验装置,利用该装置在不同加载速度和不同含水率条件下对重庆红色泥砂岩的变形局部化进行了试验研究,并利用弹性波方法测定了变形局部化的起动时间.结果表明,在平面应变条件下,泥砂岩的局部化带倾角与加载速率之间存在类对数关系,研究结果也证明了局部化起动时间受加载速度与含水率的影响较大.

关 键 词:准平面应变  变形局部化  泥砂岩  平面应变条件  泥砂岩  变形局部化  试验装置  研究  state  strain  stone  deformation  localization  research  影响  不同含水率  对数关系  存在  加载速率  倾角  结果  起动时间  测定  波方法
文章编号:1000-7598-(2008)03-0586-05
收稿时间:2006-10-11
修稿时间:2006年10月11

Experimental research on deformation localization of mud-sand stone in quasi-plane strain state
YIN Guang-zhi,YUE Shun,ZHANG Dong-ming,WANG Hao.Experimental research on deformation localization of mud-sand stone in quasi-plane strain state[J].Rock and Soil Mechanics,2008,29(3):586-590.
Authors:YIN Guang-zhi  YUE Shun  ZHANG Dong-ming  WANG Hao
Institution:1. College of Resources and Environmental Science, Chongqing University, Chongqing 400044, China; 2. The key Laboratory of Exploitation of Southwest Resources & Environmental Disaster Control Engineering of Ministry of Education, Chongqing University, Chongqing 400044, China; 3. College of Mathematics and Physics, Chongqing University, Chongqing 400044, China
Abstract:A quasi-plane strain experimental device is designed. This device is implemented to analyze deformation localization phenomenon of Chongqing red mud-sand stone in quasi-plane state. Some specimens are tested in various loading speeds; and some are researched with different water contents. During the experiment, the onset of deformation localization has been monitored by elastic wave. The results show that, in quasi-plane strain state, there is a logarithm-like relation between the angle of localization band and loading speed. It is also shown that the water content could impact on the onset of deformation localization.
Keywords:quasi-plane strain  deformation localization  mud-sand stone  
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