Numerical study on the effect of meso-structure on hydraulic conductivity of soil-rock mixtures

被引:40
作者
Wang, Tie [1 ]
Yan, Chengzeng [1 ,2 ]
Zheng, Yuchen [1 ]
Jiao, Yu-Yong [1 ]
Zou, Junpeng [1 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
[2] China Univ Geosci, Int Joint Res Ctr Deep Earth Drilling & Resource D, Wuhan 430074, Peoples R China
基金
中国国家自然科学基金;
关键词
Soil-rock mixtures; Effective hydraulic conductivity; Meso-structure; Pore seepage model; Rock content; DISCRETE ELEMENT METHOD; EFFECTIVE THERMAL-CONDUCTIVITY; FRACTURE PROPAGATION; CRACK-PROPAGATION; SEEPAGE ANALYSIS; POROUS-MEDIA; PORE SEEPAGE; MODEL; PERMEABILITY; SIMULATION;
D O I
10.1016/j.compgeo.2022.104726
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Meso-structure of soil-rock mixture (SRM) has a great influence on its hydraulic conductivity. However, the potential relationship between them has not been systematically studied. In order to reveal the effect of mesostructure on seepage characteristics of soil-rock mixtures (SRMs), the pore seepage model based on the finite discrete element method (FDEM) is used to predict the effective hydraulic conductivity (k(eff)) of soil-rock mixtures in this paper. Firstly, the model is verified through a simple example. Then, the effects of rock size, content, shape, angle, distribution, and mixed two different shapes of rock blocks on k(eff) of SRMs are investigated. Finally, the seepage failure pattern of soil-rock mixtures is predicted according to the seepage flow velocity obtained by the simulation results. The approach in this study provides a new quantitative tool for determining the effective hydraulic conductivity of soil-rock mixtures and has a wide range of engineering application prospects.
引用
收藏
页数:27
相关论文
共 102 条
[1]   3D numerical modelling thermo-hydromechanical behaviour of underground storages in clay rock [J].
Bian, H. B. ;
Jia, Y. ;
Armand, G. ;
Duveau, G. ;
Shao, J. F. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 30 :93-109
[2]   Some measurements of permeability and effective stress on a heterogeneous soil mixture: implications for recovery of inelastic strains [J].
Bolton, AJ .
ENGINEERING GEOLOGY, 2000, 57 (1-2) :95-104
[3]   Influence of soil structure heterogeneities on the behaviour of backfill materials based on mixtures of bentonite and crushed rock [J].
Börgesson, L ;
Johannesson, LE ;
Gunnarsson, D .
APPLIED CLAY SCIENCE, 2003, 23 (1-4) :121-131
[4]  
Cao Wen-gui, 2008, Journal of Hunan University, V35, P22
[5]   Shear deformation and strength of the interphase between the soil-rock mixture and the benched bedrock slope surface [J].
Cen, Duofeng ;
Huang, Da ;
Ren, Feng .
ACTA GEOTECHNICA, 2017, 12 (02) :391-413
[6]   Numerical determination of the effective permeability coefficient of soil-rock mixtures using the numerical manifold method [J].
Chen, Tao ;
Yang, Yongtao ;
Zheng, Hong ;
Wu, Zhijun .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 43 (01) :381-414
[7]  
CHUGH AK, 1984, INT J NUMER ANAL MET, V8, P399, DOI 10.1002/nag.1610080407
[8]   Effects of Clay and Moisture Content on Direct Shear Tests for Clay-Sand Mixtures [J].
Dafalla, Muawia A. .
ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2013, 2013
[9]   Mechanical Properties of Bump-Prone Coal with Different Porosities and Its Acoustic Emission-Charge Induction Characteristics under Uniaxial Compression [J].
Ding, Xin ;
Xiao, Xiaochun ;
Lv, Xiangfeng ;
Wu, Di ;
Xu, Jun .
ADVANCES IN CIVIL ENGINEERING, 2019, 2019
[10]   Microtremor survey of soil-rock mixture landslides : An example of Baidian township, Hengyang City [J].
Du YaNan ;
Xu PeiFen ;
Ling SuQun .
CHINESE JOURNAL OF GEOPHYSICS-CHINESE EDITION, 2018, 61 (04) :1596-1604