期刊文献+

基于离散元法的砂土破碎演化规律研究 被引量:22

Study of evolution of sand crushability based on discrete elements method
原文传递
导出
摘要 颗粒破碎是影响砂土宏-微观力学性质的重要因素。采用改进型的可破碎颗粒生成方法,通过设置不同强度的平行黏结键模拟不同强度的可破碎颗粒,并借用基于离散元方法(DEM)的双轴压缩试验详细研究了可破碎性土在剪切过程中颗粒破碎率/平均破碎程度、微观尺度上的能量耗散分配机制、剪切破碎带形成以及断裂键各向异性的演化过程。结果表明,颗粒破碎强烈地影响砂土在宏观尺度上的力学响应、颗粒尺度上的能量分配机制以及剪切过程中的颗粒的组织结构演化。颗粒破碎主要影响小应变阶段各能量耗散元的分配机制,而在临界状态下剪切带内的颗粒摩擦以及破碎耗能是消耗外界功的主要因素。数值结果亦表明,颗粒的破碎伴随着整个剪切过程,但破碎率的增长速度却随着剪切应变的发展逐渐降低。另外,在剪切过程中,对于低破碎性土,在临界状态下剪切破碎带基本形成,带内的原有组织结构被打乱,断裂键的各向异性也随之弱化。 Detailed knowledge of crushability evolution and particle-scale energy allocation behavior under the influence of particle breakage is of fundamental importance to the development of micromechanics-based constitutive models of sands. This study reports original results of the particle development, energy input/dissipation and shear band formation of idealized crushable sands using 2D discrete elements simulations. Particle breakage is modeled as the disintegration of synthetic agglomerate particles which are made up of parallel-bonded elementary discs. Simulation results show that the particle crushability strongly affect the mechanical response in macroscopic level and energy allocation in particle-scale level of the soil both at small and large strains. The major role of particle breakage, which itself only dissipates a negligible amount of input energy, is found to advance the soil fabric change and promote the inter-particle friction dissipation. At large strains where particle breakage is greatly reduced, a steady energy dissipation by inter-particle friction and mechanical damping is observed. Furthermore, it is found that the amount of particle breakage keeps increasing during the whole shearing process;but the rate of particle breakage decreases gradually with the applied axial strain. And a clear shear band can be found in low-crushable soil and the anisotropy of the broken bonds becomes weaker and weaker as the development of shearing.
出处 《岩土力学》 EI CAS CSCD 北大核心 2014年第9期2709-2716,共8页 Rock and Soil Mechanics
基金 地质灾害防治与地质环境保护国家重点实验室开放基金项目(No.SKLGP2012K019) 国家自然科学基金青年基金项目(No.51109182) 国家自然科学基金(No.41372296) 科技部十二五支撑计划项目(No.2012BAK10B02)
关键词 离散元 破碎率 能量耗散 剪切带 各向异性 discrete elements crushing ratio energy dissipation shear band anisotropy
  • 相关文献

参考文献16

  • 1CUCCOVILLO T,COOP M R.On the mechanics of structured sands[J].Geotechnique,1999,49(6):741-760.
  • 2王光进,杨春和,张超,冒海军,王伟.粗粒含量对散体岩土颗粒破碎及强度特性试验研究[J].岩土力学,2009,30(12):3649-3654. 被引量:77
  • 3HARDIN B O.Crushing of soil particles[J].Journal of Geotechnical Engineering,ASCE,1985,111(10):1177-1192.
  • 4BAHAROM B,STALLEBRASS S E.A constitutive model combining the microscopic and macroscopic behavior of sands in shear and volumetric deformation[M]Vienna:Springer,1998:263-273.
  • 5LUZZANI L,COOP M R.On the relationship between particle breakage and the critical state of sands[J].Soils and Foundations,2002,42(2):71-82.
  • 6COOP M R,SORENSEN K K,BODAS FREITAS T,et al.Particle breakage during shearing of a carbonate sand[J].Geotechnique,2004,54(3):157-163.
  • 7CUNDALL P,STRACK O.A discrete numerical-model for granular assemblies[J].Geotechnique,1979,29(1):47-65.
  • 8CHENG Y P,NAKATA Y,BOLTON M D.Distinct element simulation of crushable soil[J].Geotechnique,2003,53(7):633-641.
  • 9CHENG Y P,BOLTON M D,NAKATA Y.Crushing and plastic deformation of soils simulated using DEM[J].Geotechnique,2004,54(2):131-141.
  • 10WANG J,YAN H B.On the role of particle breakage in the shear failure behavior of granular soils by DEM[J].International Journal for Numerical and Analytical Methods in Geomechanics,2011,37(8):832-854.

二级参考文献31

  • 1刘汉龙,秦红玉,高玉峰,周云东.堆石粗粒料颗粒破碎试验研究[J].岩土力学,2005,26(4):562-566. 被引量:143
  • 2周小文,龚壁卫,丁红顺,饶锡保.砾石垫层—混凝土接触面力学特性单剪试验研究[J].岩土工程学报,2005,27(8):876-880. 被引量:58
  • 3闵弘,刘小丽,魏进兵,邓建辉,谭国焕,李焯芬.现场室内两用大型直剪仪研制(I):结构设计[J].岩土力学,2006,27(1):168-172. 被引量:40
  • 4魏松,朱俊高.粗粒料三轴湿化颗粒破碎试验研究[J].岩石力学与工程学报,2006,25(6):1252-1258. 被引量:50
  • 5MARSAL R J. Large scale testing of rockfill materials[J]. Journal of the Soil Mechanics and Foundations Division, 1967, 93(SM2): 27- 43.
  • 6MARSAL R J.土石坝工程[M].江苏:水利出版社,1979.
  • 7KJAERNSLI B, SANDE A. Compressibility of some coarse-grained materials[C]//Proc. European Conf. Soil Mech. And Found. Engrg. Weisbaden: Germany, 1963: 245-251.
  • 8HALL E B, GORDON B B. Triaxial testing with large-scale high pressure equipment[J]. Laboratory Shear Testing of Soils. Spechial Tech. Pubication, 1963, 361: 315-328.
  • 9HARDIN. Crushing of soil particles[J]. Journal of Geotechnieal Engineering American Society of Civil Engineers, 1985, 111(10): 1177-1192.
  • 10VRDIC A S, CLOUGH G W. Behavior of granular materials under high stresses[J]. Journal of Soils Mechanics and Foundation Division, American Society of Civil Engineers, 1968, 94(3): 661 - 688.

共引文献112

同被引文献184

引证文献22

二级引证文献166

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部