Macroscopic Behavior and Microscopic Structure Evolution of Marine Clay in One-Dimensional Compression Revealed by Discrete Element Simulation

被引:3
作者
Luo, Lisha [1 ]
Shen, Zhifu [2 ,3 ]
Gao, Hongmei [2 ,3 ]
Wang, Zhihua [2 ,3 ]
Zhou, Xin [1 ]
机构
[1] Jiangsu Open Univ, Coll Construct Engn, Nanjing 210036, Peoples R China
[2] Nanjing Tech Univ, Urban Underground Space Res Ctr, Nanjing 210009, Peoples R China
[3] Nanjing Tech Univ, Inst Geotech Engn, Nanjing 210009, Peoples R China
基金
中国国家自然科学基金;
关键词
marine clay; fabric; discrete element method; van der Waals attractive interaction; double layer repulsive interaction; clay platelet; STRENGTH;
D O I
10.3390/pr9122259
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Marine clay has been attracting in-depth research on its mechanical behavior and internal structure evolution, which are crucial to marine infrastructure safety. In the formation process of marine clay, including the sedimentation and consolidation stages, the compression behavior and internal structure evolution are highly dependent on the pore water salinity. Discrete element method (DEM) simulation is a powerful tool to study the microscopic mechanics behind the complicated macroscopic mechanical behavior of marine clay. In this study, a DEM simulation scheme is systematically proposed to numerically study the macroscopic beahvior and microscopic structure evolution of marine clay in one-dimensional compression that mimics the marine clay formation process. First, the proposed calculation scheme for double layer repulsive interaction and van der Waals interaction is introduced. Then, the developed DEM simulation scheme is validated by satisfactorily reproducing the experimentally observed one-dimensional compression curves and internal structure transition from an edge-to-edge/edge-to-face flocculated structure to a face-to-face dispersed structure. Finally, evolutions of coordinate number and fabric anisotropy are quantitatively evaluated in the microscopic view. The noticeable effects of ion concentration on the internal structure evlotion and mechanical behavior of marine clay have been examined and discussed.
引用
收藏
页数:17
相关论文
共 24 条
  • [1] Anandarajah A, 2003, SOILS FOUND, V43, P1
  • [2] [Anonymous], 2019, DOCUMENTATION PARTIC
  • [3] Numerical simulation of pore fluid characteristic effect on the volume change behavior of montmorillonite clays
    Bayesteh, H.
    Mirghasemi, A. A.
    [J]. COMPUTERS AND GEOTECHNICS, 2013, 48 : 146 - 155
  • [4] 30TH RANKINE LECTURE - ON THE COMPRESSIBILITY AND SHEAR-STRENGTH OF NATURAL CLAYS
    BURLAND, JB
    [J]. GEOTECHNIQUE, 1990, 40 (03): : 329 - 378
  • [5] ON THE USE OF ATTERBERG LIMITS ON MARINE SOILS
    CHASSEFIERE, B
    MONACO, A
    [J]. MARINE GEOTECHNOLOGY, 1983, 5 (02): : 153 - 179
  • [6] Experimental study on strength characteristics and microscopic mechanism of marine soft clays
    Chen, Bo
    Sun, De'an
    Hu Yun-shi
    [J]. MARINE GEORESOURCES & GEOTECHNOLOGY, 2020, 38 (05) : 570 - 582
  • [7] Effects of pore-water salinity on soil identification using in situ cone penetration tests
    Deng, Yongfeng
    Xue, Haochen
    Wu, Yongxin
    Zhang, Tongwei
    Wu, Zilong
    Chu, Chengfu
    [J]. ENGINEERING GEOLOGY, 2021, 292
  • [8] Mesoscale properties of clay aggregates from potential of mean force representation of interactions between nanoplatelets
    Ebrahimi, Davoud
    Whittle, Andrew J.
    Pellenq, Roland J. -M.
    [J]. JOURNAL OF CHEMICAL PHYSICS, 2014, 140 (15)
  • [9] A holistic computational model for prediction of clay suspension structure
    Guo, Yuan
    Yu, Xiong
    [J]. INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH, 2019, 34 (04) : 345 - 354
  • [10] Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite
    Horpibulsuk, Suksun
    Yangsukkaseam, Narongded
    Chinkulkijniwat, Avirut
    Du, Yan Jun
    [J]. APPLIED CLAY SCIENCE, 2011, 52 (1-2) : 150 - 159