YOGARAJAH I, YEO K C. Finite element modeling of pull-out tests with load and strain measurements[J]. Geotextiles and Geomembranes, 1994, 13(1): 43-54.
[2]
MOSTAFA A, EL S. Behavior of strip footing on geogrid-reinforced sand over a soft clay slope[J]. Geotextiles and Geomembranes, 2007, 25(1): 50-60.
[3]
BERGADO D T, TEERAWATTANASUK C. 2D and 3D numerical simulations of reinforced embankments on soft ground[J]. Geotextiles and Geomembranes, 2008, 26(1): 39-55.
[4]
RICHARD P J, PETER J B, MICHAEL E P, et al. DEM Simulation of granular media-structure interface: effects of surface roughness and particle shape[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(6):531-547.
[5]
CALVETTI F, PRISCO D C, NOVA R. Experimental and numerical analysis of soil-pipe interaction[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(12): 1292-1299.
[6]
夏才初,宋英龙,唐志成, 等.粗糙节理剪切性质的颗粒流数值模拟[J].岩石力学与工程学报, 2012, 31(8): 1545-1552. XIA Caichu, SONG Yinglong, TANG Zhicheng, et al. Particle flow numerical simulation for shear behavior of rough joints[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(8): 1545-1552.
[7]
HIROAKI T, MASATOSHI M, AKIRA O, et al. Simulation of soil deformation and resistance at bar penetration by the distinct element method[J]. Journal of Terramechanics, 2000, 37(1): 41-56.
[8]
JIANG M J, LEROUEIL S, KONRAD J M. Yielding of microstructured geomaterial by distinct element method analysis[J]. Journal of Engineering Mechanics, 2005, 131(11): 1209-1213.
[9]
CAMBORDE F, MARIOTTI C, DONZE F V.Numerical study of rock and concrete behaviour by discrete element modelling[J]. Computers and Geotechnics, 2000,27(4): 225-247.
[10]
JENSEN R P, EDIL T B, BOSSCHER P J, et al. Effect of particle shape on interface behavior of DEM-simulated granular materials[J]. International Journal of Geomechanics, 2001, 1(1):1-19.
[11]
周健, 史旦达, 贾敏才, 等.砂土单调剪切力学性状的颗粒流模拟[J].同济大学学报:自然科学版,2007, 35(10): 1299-1304.ZHOU Jian, SHI Danda, JIA Mincai, et al. Numerical simulation of mechanical response on sand under monotonic loading by particle flow code[J]. Journal of Tongji University: Natural Science,2007, 35(10): 1299-1304.
