岩石力学强度理论的研究现状分析
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摘要
岩石力学强度理论是岩土工程领域最重要、最基本的问题,它用于岩土工程的安全评价、设计等相关研究中,用此判别其破坏模式及对其的安全性评价.本文从岩土材料的破坏机理角度出发,对几种常用的岩石力学强度理论进行分类,并从多个角度比较、分析各个强度理论的优缺点,同时对岩石力学强度理论的未来发展进行了分析和展望.
The rock strength theory is the basic and most important issue in geotechnical engineering.It is applied to the study of the assessment of security and design of geotechnical engineering,and by means of which the failure mode is defined and the security assessed.Based on the failure mechanism of rock materials,common rock strength theories fall into different categories,and their respective merits and disadvantages are defined.Finally,the future development and perspective of the theories are presented.
The rock strength theory is the basic and most important issue in geotechnical engineering.It is applied to the study of the assessment of security and design of geotechnical engineering,and by means of which the failure mode is defined and the security assessed.Based on the failure mechanism of rock materials,common rock strength theories fall into different categories,and their respective merits and disadvantages are defined.Finally,the future development and perspective of the theories are presented.
引文
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10郑颖人,高红.岩土材料基本力学特性与屈服准则体系[J].建筑科学与工程学报,2007,24(2):1-5
11陈津民.细观应力破坏准则和五大强度理论[J].地球与环境.2005(33):15-16
12杨学强,刘祖德,何世秀.对岩土体屈服准则的探讨[J].湖北工学院学报,2003,18(6):5-8
13俞茂宏,Yoshimine M,强洪夫,咎月稳,肖耘,李林生,盛祖铭.强度理论的发展和展望[J].工程力学,2004,21(6):1-20
14史述昭,杨光华.岩体常用屈服函数的改进[J].岩土工程学报,1987,9(4):60-69
15杨雪强.对一些角遇模型的认识[J].岩石力学,2004,25(4):16-20
16孙世国等.矿山联合开采边坡岩体变形规律[M].北京:地震出版社,2000
17孙世国.地下与露天复合采动效应及边坡变形机理[J].岩石力学与工程学报,1999(5):16-20
2凌贤长,蔡德所.岩石力学[M].哈尔滨:哈尔滨工业大学出版社,2002:5-7
3张学言,闫澎旺.岩土塑性力学基础[M].天津:天津大学出版社,2003:70-80
4 Divis W F.Theories of plasticity and the failure of soilmasses[M].New York:Elsevier,1968:341-354
5 Youg R N.Application of Plasticity and general-ized stress-strain in geotechnical engineering[M].New York:ASCE,1982
6 Bazant Z P.Mechanic og Geometerials,Rack,con-crete,soil[M].New York:Wiley-Interscience,1983
7俞茂宏,咎月稳,范文等.20世纪岩石强度理论的发展[J].岩石力学与工程学报,2000,19(5):545-549
8俞茂宏.强度理论百年总结[J].力学进展,2004,34(4):529-560
9肖桃李,邓雄.塑性屈服准则在岩土工程中的应用分析[J].西部探矿工程,2006(8):1-4
10郑颖人,高红.岩土材料基本力学特性与屈服准则体系[J].建筑科学与工程学报,2007,24(2):1-5
11陈津民.细观应力破坏准则和五大强度理论[J].地球与环境.2005(33):15-16
12杨学强,刘祖德,何世秀.对岩土体屈服准则的探讨[J].湖北工学院学报,2003,18(6):5-8
13俞茂宏,Yoshimine M,强洪夫,咎月稳,肖耘,李林生,盛祖铭.强度理论的发展和展望[J].工程力学,2004,21(6):1-20
14史述昭,杨光华.岩体常用屈服函数的改进[J].岩土工程学报,1987,9(4):60-69
15杨雪强.对一些角遇模型的认识[J].岩石力学,2004,25(4):16-20
16孙世国等.矿山联合开采边坡岩体变形规律[M].北京:地震出版社,2000
17孙世国.地下与露天复合采动效应及边坡变形机理[J].岩石力学与工程学报,1999(5):16-20
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