|
|
|
| STUDY OF EFFECTS OF MICROPARAMETERS ON MACROPROPERTIES FOR PARALLEL BONDED MODEL |
| ZHAO Guoyan,DAI Bing, MA Chi |
| (School of Resources and Safety Engineering,Central South University,Changsha,Hunan 410083,China) |
|
|
|
|
Abstract According to the theoretical analysis combining with the numerical simulation method,the effect of microparameters on macroproperties of parallel bonded model is investigated systematically. Firstly,the theoretical formulas between microparameters and macroproperties are proposed qualitatively;then,the quantitative relationships are put forward by PFC2D software. The research result shows that:(1) The Young?s modulus of the calculation model is mainly determined by the contact Young?s modulus of particles and bonded Young?s modulus of particles;and they are in a linear relationship with the Young?s modulus all. What?s more,The Young?s modulus is affected by contact stiffness ratio of particles,bound stiffness ratio of particles and particle size;and the three ones are logarithmic relationship with the Young?s modulus all. (2) The Poisson?s ratio is mainly determined by stiffness ratio of particles and they are in a linear relationship. Simultaneously,it is slightly affected by particle size. (3) The compressive strength is mainly determined by bound stress ratio of particles ?b,m/?b,m;and it is slightly affected by friction factor ?. When 0<?b,m/?b,m<2,the compressive strength is mainly influenced by bound tangent stress?b,m;when ?b,m/?b,m≥2,it is mainly influenced by bound normal stress ?b,m. Then the correlative relations with certain referential significance are given;and the reliability of correlative relations is proved by case study. The study has directive meaning to quickly and reasonably determine the microparameters of PFC model.
|
|
|
|
|
|
| [1] CUNDALL P A. A computer model for simulating progressive large scale ale movements in blocky system[C]// MULLER L ed. Proceedings of Symposium of International Rock Mechanics. Rotterdam:Balkama A. A.,1971:8–12.
[2] CUNDALL P A. The measurement and analysis of acceleration in rock slopes[Ph. D. Thesis][D]. London:Imperial College of Science and Technology,1971.
[3] CUNDALL P A,STRACK O D L. A discrete numerical model for granular assembles[J]. Geotechnique,1979,29(1):47–65.
[4] 王泳嘉,邢纪波. 离散元法及其在岩石力学中的应用[M]. 沈阳:东北工业学院出版社,1991:5–12.(WANG Yongjia,XING Jibo. Distinct element method and its applications to geotechnical engineering[M]. Shenyang:Northeast University of Technology Press,1991:5–12.(in Chinese))
[5] 釗万禧. 离散单元法的基本原理及其在岩体工程中的应用[J]. 岩石力学与工程学报,1986,5(2):165–172.(ZHAO Wanxi. Principle of discrete element method and its application to rock mechanics and engineering[J]. Chinese Journal of Rock Mechanics and Engineering,1986,5(2):165–172.(in Chinese))
[6] 柴贺军,孟云伟,贾学明. 柔性石笼挡土墙压力的PFC2D数值模拟[J]. 公路交通科技,2007,24(5):48–52.(CHAI Hejun,MENG Yunwei,JIA Xueming. PFC2D numerical simulation on earth stress of flexible gabion retaining wall[J]. Journal of Highway and Transportation Research and Development,2007,24(5):48–52.(in Chinese))
[7] 朱焕春. PFC及其在矿山崩落开采研究中的应用[J]. 岩石力学与工程学报,2006,25(9):1 927–1 932.(ZHU Huanchun. PFC and application case of caving study[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1 927–1 932.(in Chinese))
[8] 刘顺桂,刘海宁. 断续节理直剪试验与PFC2D数值模分析[J]. 岩石力学与工程学报,2008,27(9):1 828–1 837.(LIU Shungui,LIU Haining. Direct shear tests and PFC2D numerical simulation of in termittent joints[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1 828–1 837.(in Chinese))
[9] 周 建,王家全,曾 远,等. 土坡稳定分析的颗粒流模拟[J]. 岩土力学,2009,30(1):86–90.(ZHOU Jian,WANG Jiaquan,ZENG Yuan,et al. Simulation of slope stability analysis by particle flow code[J]. Rock and Soil Mechanics,2009,30(1):86–90.(in Chinese))
[10] 李新坡,何思明. 节理岩质边坡破坏过程的PFC2D数值模拟分析[J]. 四川大学学报:工程科学版,2010,42(增1):70–76.(LI Xinpo,HE Siming. Numerical analysis of failure of heavily jointed rock slopes using PFC2D[J]. Journal of Sichuan University:Engineering Science,2010,42(Supp.1):70–76.(in Chinese))
[11] 孟云伟,肖世洪,柴贺军,等. 隧道开挖中破碎带支护的颗粒离散元模拟研究[J]. 地下空间与工程学报,2007,3(4):673–677.(MENG Yunwei,XIAO Shihong,CHAI Hejun,et al. PFC simulation of timbering in fragment strip during tunnel excavation[J]. Chinese Journal of Underground Space and Engineering,2007,3(4):673–677.(in Chinese))
[12] 孟云伟,柴贺军. 颗粒流离散元在滑坡运动过程模拟中的应用[J].岩土力学,2006,27(增2):348–352.(MENG Yunwei,CHAI Hejun. Application of particle flow code to simulation of movement of landslide[J]. Rock and Soil Mechanics,2006,27(Supp.2):348–352.(in Chinese))
[13] HUANG H Y. Discrete element modeling of tool rock interaction[Ph. D. Thesis][D]. Minnesota:American:University of Minnesota,1999.
[14] YANG B D,JIAO Y,LEI S T. A study on the effects of microparameters on macroproperties for specimens created by bonded particles[J]. Engineering Computations,2006,23(6):607–631.
[15] NARDIN A,SCHREFLER B A. Modelling of cutting tool soil interaction part II:macromechanical model and upscaling[J]. Computer Mechanics,2005,36(5):343–359.
[16] POTYONDY D O,CUNDALL P A. A bonded-particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(8):1 329–1 364.
[17] POTYONDY D O. Simulating stress corrosion with a bonded particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences,2007,44(5):667–691.
[18] CUNDALL P A. Formulation of a three-dimensional distinct element model. I: A scheme to detect and represent contacts in a system composed of many polyhedral blocks[J]. International Journal of Rock Mechanics and Mining Sciences,1988,25(3):107–116.
[19] MISHRA B K,THORNTON C. An improved contact model for ball mill simulation by the discrete element method[J]. Advanced Powder Technology,2002,13(1):25–41.
[20] ALEFELD G,MAYER G. Interval analysis:theory and applications[J]. Journal of Computational and Applied Mathematics,2000,121(1):421–464.
[21] 董陇军,李夕兵. 地下硐室节理岩体区间非概率可靠性分析方法及
应用[J]. 岩土工程学报,2011,33(7):1 007–1 013.(DONG Longjun,LI Xibing. Interval non-probabilistic reliability method for surrounding jointed rockmass stability of underground caverns[J]. Chinese Journal of Geotechnical Engineering,2011,33(7):1 007–1 013.(in Chinese))
[22] 董陇军,李夕兵. 岩石试验抗压、抗拉区间强度及代表值可信度研究[J]. 岩土工程学报,2010,32(12):1 969–1 974.(DONG Longjun,LI Xibing. Study of interval parameters and credibility of representative value of rock tensile and compression strength tests[J]. Chinese Journal of Geotechnical Engineering,2010,32(12):1 969–1 974. (in Chinese)) |
|
|
|