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A DEM investigation on simple shear behavior of dense granular assemblies 被引量:4

A DEM investigation on simple shear behavior of dense granular assemblies
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摘要 A micromechanical investigation on simple shear behavior of dense granular assemblies was carried out by discrete element method.Three series of numerical tests were performed to examine the effects of initial porosity,vertical stress and particle shape on simple shear behavior of the samples,respectively.It was found that during simple shear the directions of principal stress and principal strain increment rotate differently with shear strain level.The non-coaxiality between the two directions decreases with strain level and may greatly affect the shear behavior of the assemblies,especially their peak friction angles.The numerical modelling also reveals that the rotation of the principal direction of fabric anisotropy lags behind that of the major principal stress direction during simple shear,which is described as fabric hyteresis effect.The degrees of fabric and interparticle contact force anisotropies increase as particle angularity increases,whereas the orientations of these anisotropies have not been significantly influenced by particle shape.An extended stress–dilatancy relationship based on ROWE-DAVIS framework was proposed to consider the non-coaxiality effect under principal stress rotation.The model was validated by present numerical results as well as some published physical test and numerical modelled data. A micromechanical investigation on simple shear behavior of dense granular assemblies was carried out by discrete element method.Three series of numerical tests were performed to examine the effects of initial porosity,vertical stress and particle shape on simple shear behavior of the samples,respectively.It was found that during simple shear the directions of principal stress and principal strain increment rotate differently with shear strain level.The non-coaxiality between the two directions decreases with strain level and may greatly affect the shear behavior of the assemblies,especially their peak friction angles.The numerical modelling also reveals that the rotation of the principal direction of fabric anisotropy lags behind that of the major principal stress direction during simple shear,which is described as fabric hyteresis effect.The degrees of fabric and interparticle contact force anisotropies increase as particle angularity increases,whereas the orientations of these anisotropies have not been significantly influenced by particle shape.An extended stress–dilatancy relationship based on ROWE-DAVIS framework was proposed to consider the non-coaxiality effect under principal stress rotation.The model was validated by present numerical results as well as some published physical test and numerical modelled data.
出处 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第12期4844-4855,共12页 中南大学学报(英文版)
基金 Projects(50909057,51208294,41372319)supported by the National Natural Science Foundation of China Project(15ZZ081)supported by Innovation Program of Shanghai Municipal Education Commission,China Project(20131129)supported by Innovation Program of Shanghai Postgraduate Education,China
关键词 simple shear NON-COAXIALITY fabric anisotropy shear strength discrete element method simple shear non-coaxiality fabric anisotropy shear strength discrete element method
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参考文献29

  • 1THAY S, LIKlTLERSUANG S, PIPATPONGSA T. Monotonic and cyclic behavior of Chiang Mai sand under simple shear mode [J]. Geotechnical and Geological Engineering, 2013, 31(1): 67-82.
  • 2KJELLMAN W. Testing the shear strength of clay in Sweden [J]. Geotechnique, 1951,2(3): 225-232.
  • 3MORTEZAIE A R, VUCETIC M. Effect of frequency and vertical stress on cyclic degradation and pore water pressure in clay in the NGI simple shear device [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013,139(10): 1727-1737.
  • 4RUTHERFORD C J, BISCONTIN G. Development of a multidirectional simple shear testing device [J]. Geotechnical Testing Journal, 2013, 36(6): 1-9.
  • 5ESELLER-BAYAT E, GOKVER S, YEGIAN M K, ORTAKCI E, ALSHAWABKEH A. Design and application of simple shear liquefaction box [J]. Geotechnical Testing Journal, 2013, 36(3): 1-9.
  • 6ODA M, KONISm J. Microscopic deformation mechanism of granular material in simple shear [J]. Soils and Foundations, 1974, 14(4): 25-38.
  • 7MATSUOKA H. A microscopic study on shear mechanism of granular materials [J]. Soils and Foundations, 1974, 14(1): 29-43.
  • 8刘斯宏,卢廷浩.用离散单元法分析单剪试验中粒状体的剪切机理(英文)[J].岩土工程学报,2000,22(5):608-611. 被引量:13
  • 9THORNTON C, ZHANG L. A numerical examination of shear banding and simple shear non-coaxial flow rules [J]. Philosophical Magazine, 2006, 86(21122): 3425-3452.
  • 10SHEN C K, O'SULLIVAN C, JARDINE R J. A micromechanical investigation of drained simple shear tests [C]// International Symposium on Deformation Characteristics of Geomaterials, Seoul, Korea: lOS Press, 2011: 314-321.

二级参考文献21

  • 1QIAN JianGu 1,2,HUANG MaoSong 1,2 & SUN HaiZhong 1,2 1 Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China,2 Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China.Macro-micromechanical approaches for non-coaxiality of coarse grained soils[J].Science China(Technological Sciences),2011,54(S1):147-153. 被引量:5
  • 2王泳嘉 邢纪波.离散单元法及其在岩土力学中的应用[M].沈阳:东北工业学院出版社,1991..
  • 3POTTS D M, DOUNIAS G T, VAUGHAN P R. Finite element analysis of the direct shear box test[J]. G6otechnique, 1987, 37(1): 11 - 23.
  • 4TEJCHMAN J, BAUER E. FE-simulations of a direct and a true simple shear test within a polar hypoplastieity[J]. Computers and Geotechnics, 2005, 32(1): 1 - 16.
  • 5MASSON S, MARTINEZ J. Micromechanical analysis of the shear behavior of a granular material[J]. Journal of Engineering Mechanics, 2001, 127(10): 1007 - 1016.
  • 6CUI L, O'SULLIVAN C. Exploring the macro- and micro-scale response of an idealized granular material in the direct shear apparatus[J]. Geotechnique, 2006, 56(7): 455 - 468.
  • 7WANG J, DOVE J E, GUTIERREZ M S. Discrete-continuum analysis of shear banding in the direct shear test[J]. Geotechnique, 2007, 57(6): 513 - 526.
  • 8ROWE P W. The stress dilatancy relation for static equilibrium of an assembly of particles in contact[C]// Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences, 1962:500 - 527.
  • 9DAVIS E H. Theories of plasticity and the failure of soil masses[M]. In Soil Mechanics: Selected topics(. Lee K I, ed), London: Butterworth, 1968:341 - 380.
  • 10LINGS M L, DIETZ M S. An improved direct shear apparatus for sand[J]. Geotechnique, 2004, 54(4): 245 - 256.

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