正在加载图片...
第11期 刘先珊等:颗粒刚度变化对胶结砂岩力学响应的影响 ·1435· sponse of an idealised granular material in the direct shear appara- (徐金明,谢芝蕾,贾海涛.石灰岩细观力学特性的颗粒流模 tus.Geotechnique,2006,56(7):455 拟.岩土力学,2010,31(增刊2):390) 2]Zeng Y,Zhou J.Influence of micro parameters of sandy soil on its [8]Hsich Y M,Li HH,HuangT H.Interpretations on how the mac- macro properties.Chin J Underground Space Eng,2008,4(3): roscopic mechanical behavior of sandstone affected by microscopie 499 properties revealed by bonded-particle model.Eng Geol,2008,99 (曾远,周健.砂士的细观参数对宏观特性的影响研究.地下 (1):1 空间学报,2008,4(3):499) 9]Park J W,Song J J.Numerical simulation of a direct shear test on Yin C W,Liang B.Jiang L G.Analysis of relationship between a rock joint using a bonded-particle model.Int Rock Mech Min macro-micro-parameters of sandy soil based on particle flow theo- Si,2009(46):1315 ry.J China Coal Soc,2011,36(Suppl 2)264 [10]Liu X S,Dong C J.Research on mechanical characteristics of the (尹成薇,梁冰,姜利国.基于颗粒流方法的砂士宏细观参数 cemented sandstone based on 3-dimensional PFC numerical mod- 关系分析.煤炭学报,2011,36(增刊2):264) el.J Chongqing Unir,2013,36(2):37 4]Chen JF.Li H L,Zhou J.Study on the relevance of macro-micro (刘先珊,董存军.三维颗粒流数值模型的胶结砂岩力学特 parameters for clays.Chin 0 Mech,2010,31 (2):304 性.重庆大学学报,2013,36(2):37) (陈建峰,李辉利,周健.黏性土宏细观参数相关性研究.力 [11]PFC3D 3.10 Particle Flow Code in Three Dimensions.3rd Ed. 学季刊,2010,31(2):304) Itasca Consulting Group,Inc.,Minneapolis,Minnesota,USA [5]Potyondy D O,Cundall P A.A bonded-particle model for rock. 2005. Int J Rock Mech Min Sci,2004,41(8):1329 (PFC3D3.10三维颗粒流程序.3版.Itasca咨询公司,美国 Liu X S,Dong C J.Mechanical response characteristics of the 明尼苏达州明尼苏达大学,2005) earth pressure cell in sand.Civ Archit Environ Eng,2012,34 [12]Fakhimi A,Villegas T.Application of dimensional analysis in (4):12 calibration of a diserete element model for rock deformation and (刘先珊,董存军.砂土介质中土压力盒的力学响应特性.土 fracture.Rock Mech Rock Eng,2007,40(2):193 木与环境工程学报,2012,34(4):12) [13]Sun Q C,Xin H L,Liu J G.Skeleton and force chain network in Xu J M,Xie ZL,Jia HT.Simulation of mesomechanical proper- static granular material.Rock Soil Mech,209,3(Suppl 1):83 ties of limestone using particle flow code.Rock Soil Mech,2010, (孙其诚,辛海丽,刘建国,等.颗粒体系中的骨架及力链网 31(Suppl2):390 络.岩土力学,2009,30(增刊1):83)第 11 期 刘先珊等: 颗粒刚度变化对胶结砂岩力学响应的影响 sponse of an idealised granular material in the direct shear appara￾tus. Geotechnique,2006,56( 7) : 455 [2] Zeng Y,Zhou J. Influence of micro parameters of sandy soil on its macro properties. Chin J Underground Space Eng,2008,4( 3) : 499 ( 曾远,周健. 砂土的细观参数对宏观特性的影响研究. 地下 空间学报,2008,4( 3) : 499) [3] Yin C W,Liang B,Jiang L G. Analysis of relationship between macro-micro-parameters of sandy soil based on particle flow theo￾ry. J China Coal Soc,2011,36( Suppl 2) : 264 ( 尹成薇,梁冰,姜利国. 基于颗粒流方法的砂土宏细观参数 关系分析. 煤炭学报,2011,36( 增刊 2) : 264) [4] Chen J F,Li H L,Zhou J. Study on the relevance of macro-micro parameters for clays. Chin Q Mech,2010,31( 2) : 304 ( 陈建峰,李辉利,周健. 黏性土宏细观参数相关性研究. 力 学季刊,2010,31( 2) : 304) [5] Potyondy D O,Cundall P A. A bonded-particle model for rock. Int J Rock Mech Min Sci,2004,41( 8) : 1329 [6] Liu X S,Dong C J. Mechanical response characteristics of the earth pressure cell in sand. J Civ Archit Environ Eng,2012,34 ( 4) : 12 ( 刘先珊,董存军. 砂土介质中土压力盒的力学响应特性. 土 木与环境工程学报,2012,34( 4) : 12) [7] Xu J M,Xie Z L,Jia H T. Simulation of mesomechanical proper￾ties of limestone using particle flow code. Rock Soil Mech,2010, 31( Suppl 2) : 390 ( 徐金明,谢芝蕾,贾海涛. 石灰岩细观力学特性的颗粒流模 拟. 岩土力学,2010,31( 增刊 2) : 390) [8] Hsieh Y M,Li H H,Huang T H. Interpretations on how the mac￾roscopic mechanical behavior of sandstone affected by microscopic properties revealed by bonded-particle model. Eng Geol,2008,99 ( 1) : 1 [9] Park J W,Song J J. Numerical simulation of a direct shear test on a rock joint using a bonded-particle model. Int J Rock Mech Min Sci,2009 ( 46) : 1315 [10] Liu X S,Dong C J. Research on mechanical characteristics of the cemented sandstone based on 3-dimensional PFC numerical mod￾el. J Chongqing Univ,2013,36( 2) : 37 ( 刘先珊,董存军. 三维颗粒流数值模型的胶结砂岩力学特 性. 重庆大学学报,2013,36( 2) : 37) [11] PFC3D 3. 10 Particle Flow Code in Three Dimensions. 3rd Ed. Itasca Consulting Group,Inc. ,Minneapolis,Minnesota,USA, 2005. ( PFC3D 3. 10 三维颗粒流程序. 3 版. Itasca 咨询公司,美国 明尼苏达州明尼苏达大学,2005) [12] Fakhimi A,Villegas T. Application of dimensional analysis in calibration of a discrete element model for rock deformation and fracture. Rock Mech Rock Eng,2007,40( 2) : 193 [13] Sun Q C,Xin H L,Liu J G. Skeleton and force chain network in static granular material. Rock Soil Mech,2009,30( Suppl 1) : 83 ( 孙其诚,辛海丽,刘建国,等. 颗粒体系中的骨架及力链网 络. 岩土力学,2009,30( 增刊 1) : 83) · 5341 ·
<<向上翻页
©2008-现在 cucdc.com 高等教育资讯网 版权所有