Study of model test on mechanism of bolt in deep tunnel with high geo-stress

被引:0
|
作者
Chen Hao [1 ]
Ren, Weizhong [1 ]
Li Dan [2 ]
Xia Binwei [3 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Wuhan Univ Sci & Technol, Coll Urban Construct, Wuhan 430065, Peoples R China
[3] Chongqing Univ, China Educ Minist, Key Lab Exploitat SW Resources & Environm Disaste, Chongqing 400030, Peoples R China
来源
DISASTER ADVANCES | 2012年 / 5卷 / 04期
基金
美国国家科学基金会;
关键词
High in-situ stress; physical model test; surrounding rock; bolt; real triaxial model-test machine;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
How to keep the stability is becoming the key point in the design and construction of deep tunnel with high geo-stress, it needs a higher standard to its support design. Based on the rock character of a deep tunnel in Chongqing, special equipments of similar materials and model test are developed to reproduce the whole process of progressive failure of surrounding rock with different supporting conditions. Through solving a series of technological matters in execution and installation and testing, by using of the strain measure technology, the strain of key parts of the surrounding rock and the bolt under different supporting conditions is measured and then the variability of the stress of surrounding rock and the variability of the axial force of the bole are studied. Through the physical model test, the failure law of the surrounding rock in high in-situ stress and variation of the system characteristic parameters of surrounding rock and support structure system are obtained.
引用
收藏
页码:1698 / 1702
页数:5
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