3D DEM simulation of a centrifuge model pile test

被引:0
|
作者
Zhang, Z. [1 ]
Wang, Y. H. [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
关键词
ROLLING RESISTANCE; PENETRATION TESTS; CAVITY EXPANSION; DRIVEN PILES; INSTALLATION; FRICTION; CLAY;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper aims to propose a three-dimensional DEM procedure to simulate the centrifuge model pile tests and then to examine the involved penetration mechanisms. The simulation results show great resemblance to the measurements of selected centrifuge model pile test and can give accurate estimations of the resistance. The distribution of the incremental deviatoric strain indicates that the strain localization leads to the formation of shear band in the shoulder of the nose cone that is beneath the pile base. The contour map of shear stress also indicates that the shear stress concentrates in a narrow zone inside the regime of shoulder and implies the associated principal stress rotation during pile installation. In addition, the associated particle movement and contact force distribution provide micromechanical evidence to the development of shear band as well as the rotation of principal stress inside the same regime during monotonic installation of the pile.
引用
收藏
页码:433 / 438
页数:6
相关论文
共 50 条
  • [21] SIMULATION OF SINGLE PILE LOADING TEST IN A CENTRIFUGE TO PREDICT ITS BEHAVIOR IN REAL CASE
    Utepov, Yelbek
    [J]. PROCEEDINGS OF THE 5TH INTERNATIONAL YOUNG GEOTECHNICAL ENGINEERS' CONFERENCE (IYGEC 2013), 2013, 2 : 297 - 300
  • [22] Study of shear behavior of granular materials by 3D DEM simulation of the triaxial test in the membrane boundary condition
    Wu, Kai
    Sun, Weichen
    Liu, Songyu
    Zhang, Xiang
    [J]. ADVANCED POWDER TECHNOLOGY, 2021, 32 (04) : 1145 - 1156
  • [23] 3D computer model emerges from a pile of snaps
    Biever, C
    [J]. NEW SCIENTIST, 2005, 187 (2513) : 28 - 28
  • [24] A hybrid model for the 3D computation of pile driving noise
    von Pein, Jonas
    Klages, Elin
    Lippert, Stephan
    von Estorff, Otto
    [J]. OCEANS 2019 - MARSEILLE, 2019,
  • [25] Centrifuge model test study on micro-pile reinforcement of shallow foundation
    Li, Zixi
    Zhang, Ga
    [J]. SOILS AND FOUNDATIONS, 2023, 63 (03)
  • [26] Simulation and test of 3D silicon radiation detectors
    Fleta, C.
    Pennicard, D.
    Bates, R.
    Parkes, C.
    Pellegrini, G.
    Lozano, M.
    Wright, V.
    Boscardin, M.
    Betta, G.-F. Dalla
    Piemonte, C.
    Pozza, A.
    Ronchin, S.
    Zorzi, N.
    [J]. NUCLEAR INSTRUMENTS & METHODS IN PHYSICS RESEARCH SECTION A-ACCELERATORS SPECTROMETERS DETECTORS AND ASSOCIATED EQUIPMENT, 2007, 579 (02): : 642 - 647
  • [27] 3D simulation of a nanoindentation test at a mesoscopic scale
    Fivel, M
    Verdier, M
    Canova, G
    [J]. MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 1997, 234 : 923 - 926
  • [28] Seismic response of pile group foundations in liquefied sites based on centrifuge test and numerical simulation
    Li Y.
    Yan Z.
    Zhang J.
    [J]. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2023, 42 (01): : 212 - 223
  • [29] 3D DEM analysis of soil excavation test on lunar regolith simulant
    Banglu Xi
    Mingjing Jiang
    Liang Cui
    [J]. Granular Matter, 2021, 23
  • [30] 3D load transfer in pile-supported earth platforms over soft soils: Centrifuge modeling
    Baudouin, G.
    Thorel, L.
    Rault, G.
    [J]. PHYSICAL MODELLING IN GEOTECHNICS, VOLS. 1 AND 2, 2010, : 1303 - 1308