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Testing of strength parameters and deformation parameters of surrounding rock and their distributions

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成果类型:
期刊论文、会议论文
作者:
Yan Chun Ling*;Ding De Xin;Tang Yi Qun;Bi Zhong Wei
通讯作者:
Yan Chun Ling
作者机构:
[Yan Chun Ling; Tang Yi Qun] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China.
[Yan Chun Ling; Tang Yi Qun] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China.
[Bi Zhong Wei; Ding De Xin] Univ South China, Sch Nuclear Resources & Safety Engn, Hengyang 421001, Peoples R China.
通讯机构:
[Yan Chun Ling] T
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China.
语种:
英文
关键词:
Mechanical parameters;Probability distributions;Underground chamber;Wall rock
期刊:
Advanced Materials Research
ISSN:
1022-6680
年:
2011
卷:
261-263
页码:
1360-1364
会议名称:
International Conference on Civil Engineering and Building Materials (CEBM)
会议论文集名称:
Advanced Materials Research
会议时间:
JUL 29-31, 2011
会议地点:
Kunming, PEOPLES R CHINA
会议主办单位:
[Yan Chun Ling;Tang Yi Qun] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China.^[Yan Chun Ling;Tang Yi Qun] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China.^[Ding De Xin;Bi Zhong Wei] Univ South China, Sch Nuclear Resources & Safety Engn, Hengyang 421001, Peoples R China.
会议赞助商:
Kunming Univ Sci & Technol, Int Assoc Sci & High Technol
主编:
Zhao, J
出版地:
KREUZSTRASSE 10, 8635 DURNTEN-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-3-03785-141-8
机构署名:
本校为其他机构
院系归属:
核资源工程学院
摘要:
Cores were taken from the hanging wall of the III-1 ore body at Kangjiawan Lead, Zinc and Gold Mine. 50 samples for compression and tension tests were fabricated. 50 compressive and 50 tensile strength values were obtained by RMT-150B testing systems. The probability distributions for the compressive and tensile strength were tested by the hypothesis test method. It proves that uniaxial compressive strength follows normal distribution and tensile strength follows the lognormal distribution. And it proves that elastic modulus and Poson's ratio follow normal distribution. 50 pairs of cohesion an...

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