中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2005, Vol. 24 ›› Issue (5): 65-67.

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Current Situation of determination methods of shear strength parameters of rock-mass discontinuities and new thoughts

LIU Ming-wei1 ,2 , FU Hua1 , WU Jin-liang1   

  1. 1.Chongqing Jiaotong University, Chongqing 400074,China; 2.Department of Military Civil Engineering, Logistical Engineering University ,Chongqing,400041, China
  • Received:2004-11-26 Online:2005-10-15 Published:2015-05-18

岩体结构面抗剪强度参数确定方法的现状及思考

刘明维1,2,傅华1,吴进良1   

  1. 1.重庆交通学院,重庆400074;2.后勤工程学院军事土木工程系,重庆,400041
  • 作者简介:刘明维(1972—),男,贵州遵义人,讲师,博士生,从事岩土工程数值计算、港工结构等方面的研究。

Abstract: The paper roundly elaborates current situation of determination methods of shear strength parameters of rock-mass discontinuities and synthetically comments. With the progress of experimental instrument and calculation technique, aiming at different engineering demands and limit conditions (funds, techniques), it presents the new thoughts of determination methods of shear strength parameters of rock-mass discontinuities

Key words: rock-mass, discontinuities, shear strength, parameters

摘要: 全面阐述了现有岩体结构面抗剪强度参数的确定方法并进行综合评述。结合不断发展的试验手段和计算方 法,针对不同工程实际需要和条件限制(资金、技术),提出了确定岩体结构面抗剪强度参数的思路

关键词: 岩体, 结构面, 抗剪强度, 参数

CLC Number: