节理岩体强度特征研究综述Summary on the strength characters of jointed rock mass
张志刚,乔春生,刘勇
ZHANG Zhi-gang,QIAO Chun-sheng,LIU Yong(School of Civil and Architecture Engineering
摘要(Abstract):
随着岩体工程建设规模的加大,对节理岩体的研究提出了更高的要求,需要对节理岩体强度及其相关问题有全新的认识。在认真总结国内外节理岩体理论与试验研究的基础上,以节理岩体强度为主线,详细论述了理论强度准则、经验强度准则及其与强度有关的节理岩体试验、本构、数值模拟等内容,指出了节理岩体需进一步研究的几个关键问题。
With the increasing of large scale constructions of rock mass engineering,the comprehensive contents should be known which include the strength of jointed rock mass and relative aspects,based on high demands on the jointed rock mass.This article earnestly generalized the studies on theories and testing of jointed rock masses at the home and abroad,and discussed the developments of theoretical strength criterions,empirical strength criterions,laboratory testing,numerical modeling and constitutive models of jointed rock mass.Finally,several key issues needed to be further studied are put forward.
关键词(KeyWords):
节理岩体;强度特征;试验;本构;数值模拟
jointed rock mass;strength character;testing; constitutive;numerical modeling
基金项目(Foundation): 国家自然科学基金资助项目(50478061)
作者(Author):
张志刚,乔春生,刘勇
ZHANG Zhi-gang,QIAO Chun-sheng,LIU Yong(School of Civil and Architecture Engineering
参考文献(References):
- [1]Priest,Stephen D.Discontinuity analysis for rock engineering[M].London:Chapman&Hall,1993.
- [2]宋建波,张倬元,于远忠,等.岩体经验强度准则及其在地质工程中的应用[M].北京:地质出版社,2002.
- [3]陶振宇.岩石力学原理与方法[M].武汉:中国地质大学出版社,1991.
- [4]俞茂宏,昝月稳,范文,等.20世纪岩石强度理论的发展-纪念Mohr-Coulomb强度理论100周年[J].岩石力学与工程学报,2000,19(5):545-550.
- [5]谢和平,彭瑞东,周宏伟,等.基于断裂力学与损伤力学的岩石强度理论研究进展[J].自然科学进展,2004,14(10):1086-1092.
- [6]俞茂宏.岩土类材料的统一强度理论及其应用[J].岩土工程学报,1994,16(2):1-10.
- [7]Singh M,Singh B.A strength criterion based on critical state mechan-ics for intact rocks[J].Rock Mechanics and Rock Engineering,2005,38(3):243-248.
- [8]Hoek E,Brown E T.岩石地下工程[M].连志升,田良灿,王维德,等译.北京:冶金出版社,1986.
- [9]高峰,钟卫平,谢和平,等.节理岩体强度的分形统计分析[J].岩石力学与工程学报,2004,23(21):3608-3612.
- [10]李同录,罗世毅,何剑,等.节理岩体力学参数的选取与应用[J].岩石力学与工程学报,2004,23(13):2182-2186.
- [11]汪小刚,陈祖煜.应用蒙特卡洛法确定节理岩体的连通率和综合抗剪强度指标[J].岩石力学与工程学报,1992,11(4):345-355.
- [12]孙广忠.岩体结构力学[M].北京:科学出版社,1988.
- [13]Kalamaras G S,Bieniawski Z T.A rock mass strength concept forcoal seams incorporating the effect of time[C]∥In Proceedings ofthe International Workshop on Observational Method of Construction ofLarge Underground.Tokyo:[s.n.],1995:295-302.
- [14]Arild Palmstrom.Characterizing Rock Masses by the RMi for Use inPractical Rock Engineering,Part 1:The develop-ment of the RockMass index(RMi)[J].Tunnelling and Under Ground Space Technol-ogy,1996,l1(2):175-188.
- [15]Hoek E,Brown E T.Practical estimates of rock mass strength[J].Int J Rock Mech and Mining Sci,1997,34(8):1165-1186.
- [16]Ramamurthy T,Aron V K.Strength predictions for jointed rocks inconfined and unconfined states[J].Int.J.Rock Mech Min.Sci.&Geomech.Abstr,1994,31(1):9-22.
- [17]黄修云.隧道工程岩石力学参数综合处理研究及多媒体实现[D].北京:北方交通大学,1998.
- [18]Brown E T,Trollope D H.Strength of a model of jointed rock[J].Soil Mech.,1970,96:685-704.
- [19]朱维申,何满潮.复杂条件下围岩稳定性与岩体动态施工力学[M].北京:科学出版社,1995.
- [20]Yang Z Y,Chen J M,Huang T H.Effect of joint sets on the strengthand deformation of rock mass models[J].Int.J.Rock Mech.Min.Sci.,1998,35(1):75-84.
- [21]Kulatilake P H S W,Bwalya Malama,Wang J L.Physical and parti-cle flow modeling of jointed rock block behavior under uniaxial loading[J].Int.J.Rock Mech.Min.Sci.,2001,38:641-657.
- [22]古德曼R.不连续岩体中的地质工程方法[M].北方交通大学隧道与地质教研室译.北京:中国铁道出版社,1980.
- [23]Mc Dermott C I,Sinclair B,Sauter M.Recovery of undisturbedhighly fractured bench scale(30 cm diameter)drilled samples forlaboratory investigation[J].Engineering Geology,2003(69):161-170.
- [24]朱维申,王平.节理岩体的等效连续模型与工程应用[J].岩土工程学报,1992,14(2):1-11.
- [25]晏石林,王建平.节理岩体三维复合等效模型[J].武汉工业大学学报,1997,19(2):111-114.
- [26]伍法权.节理岩体本构模型与强度理论的统计断裂力学分析[J].水文地质与工程地质,1991,18(2):7-11.
- [27]周维垣,杨延毅.节理岩体的损伤断裂模型及验证[J].岩石力学与工程学报,1991,10(1):43-54.
- [28]袁勇,孙钧.岩体本构模型反演识别理论及其工程应用[J].岩石力学与工程学报,1993,12(3):232-239.
- [29]Desai C S,Christian J T.Finite element analysis for discontinuousrocks by Richard Goodman and Christopher John[C]∥NumericalMethods in Geotechnical Engineering.Singapore:McGraw-Hill,1968:155-156.
- [30]石根华,裴觉民.数值流形方法与非连续变形分析[M].北京:清华大学出版社,1997.
- [31]盛谦,黄正加,邬爱清.三峡节理岩体力学性质的数值模拟试验[J].长江科学院院报,2001,18(1):35-37.
- [32]Ribacchi R.Mechanical tests on pervasively jointed rock material:insight into rock mass behaviour[J].Rock Mech.Rock Engng,2000,33(4):243-266.
- [33]孙宗颀.不连续面应力变形性质研究[J].岩石力学与工程学报,1978,6(4):287-300.
文章评论(Comment):
|
||||||||||||||||||
|