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土工环剪仪的开发及其应用研究现状
引用本文:洪勇,孙涛,栾茂田,郑孝玉,汪发武.土工环剪仪的开发及其应用研究现状[J].岩土力学,2009,30(3):628-633.
作者姓名:洪勇  孙涛  栾茂田  郑孝玉  汪发武
作者单位:1. 大连理工大学,土木水利学院岩土工程研究所,大连,116024;青岛理工大学,土木工程学院,青岛,266033
2. 青岛理工大学,土木工程学院,青岛,266033
3. 吉林大学,建设工程学院,长春,130026
4. 日本京都大学,防灾研究所,京都府,宇治,611-0011
基金项目:国家自然科学基金,博士后科研基金,留学回国人员科研启动基金 
摘    要:在回顾国内外有关土工环剪仪研发及其应用研究工作的基础上,介绍了环剪试验设备的开发历程以及当今国际上对环剪试验系统研制方面的最新进展。总结了环剪仪在土工研究工作中的应用情况以及新的试验方法和测试技术等。着重阐述了利用环剪试验在对土峰后应变软化现象与残余强度分析、土的剪切带形成机制试验研究、地质灾害成因机制分析以及土工合成材料界面抗剪强度测定等方面研究中的主要内容、方法和成果。

关 键 词:环剪仪  应变软化  残余强度  滑坡  剪切带  土工合成材料
收稿时间:2007-04-06

Development and application of geotechnical ring shear apparatus: an overview
HONG Yong,SUN Tao,LUAN Mao-tian,ZHENG Xiao-yu,WANG Fa-wu.Development and application of geotechnical ring shear apparatus: an overview[J].Rock and Soil Mechanics,2009,30(3):628-633.
Authors:HONG Yong  SUN Tao  LUAN Mao-tian  ZHENG Xiao-yu  WANG Fa-wu
Institution:1.Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 2. School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China; 3. College of Construction Engineering, Jilin University, Changchun 130026, China; 4. Landslide Section, Disaster Prevention Research Institute, Kyoto University, Kyoto 611-0011, Japan
Abstract:Based on the review of development and application of geotechnical ring shear apparatus at home and abroad, the course of ring shear apparatus design and its utilization are introduced. By summarizing the latest technical advances of ring shear test, the testing methods and technology, and the results of employing ring shear apparatus in the research fields are elaborated, such as the analysis of soil post-peak strain softening and residual strength measuring, the experimental study of the mechanism of shear band formation, the explanation of geological hazard mechanism, the assessment of interface shear strength properties of geosynthetics, and so on.
Keywords:ring shear apparatus  strain softening  residual strength  landslide  shear band  geosynthetics
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