DEM for investigating the mechanical properties of porous rock-like materials under uniaxial compression

被引:14
作者
Fang, Chuanfeng [1 ]
Mei, Guoxiong [2 ]
Yu, Weijian [1 ,3 ]
Wang, Wei [4 ]
Hu, Wei [5 ]
Wu, Genshui [1 ]
机构
[1] Hunan Univ Sci & Technol, Sch Resources Environm & Safety Engn, Xiangtan 411201, Peoples R China
[2] Zhejiang Univ, Ocean Coll, Hangzhou 316021, Zhejiang, Peoples R China
[3] Hunan Univ Sci & Technol, Hunan Key Lab Safe Min Tech Coal Mines, Xiangtan 411201, Peoples R China
[4] Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R China
[5] Hunan Univ Sci & Technol, Hunan Prov Key Lab Geotech Engn Stabil Control & H, Xiangtan 411201, Peoples R China
基金
中国国家自然科学基金;
关键词
Porous rock -like materials; Mechanical properties; Failure characteristics; DEM simulation; Uniaxial compression; SANDSTONE SPECIMENS; PARTICLE BREAKAGE; FAILURE BEHAVIOR; BRITTLE SOLIDS; SIMULATION; GRANITE; FRACTURE; HOLES; EVOLUTION; PORE;
D O I
10.1016/j.compgeo.2024.106307
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Porous rock-like materials are widely used in civil engineering. The pore is an important factor affecting the mechanical properties of a material. In this paper, the effects of the number of pores, Np, and pore size, Rs, on the mechanical properties of porous rock-like materials under uniaxial compression were studied quantitatively via the DEM. Numerical models containing different numbers and sizes of pores were divided into Voronoi polygons to construct samples. The macroscopic characteristics showed that with increasing Np and Rs, the uniaxial compressive strength and elastic modulus significantly decreased, while Poisson's ratio dramatically increased. Furthermore, as Np and Rs increased, the microcracks concentrated into macroscopic cracks, and the number of fragments decreased. Moreover, the anisotropy of the crack orientation was weakened. Finally, the evolution of the microstructure anisotropy, including the contact, contact force magnitude, and normal and tangential contact forces, was evaluated to probe the effect of the pores on the microscopic characteristics.
引用
收藏
页数:15
相关论文
共 40 条
[1]   THE FAILURE OF BRITTLE SOLIDS CONTAINING SMALL CRACKS UNDER COMPRESSIVE STRESS STATES [J].
ASHBY, MF ;
HALLAM, SD .
ACTA METALLURGICA, 1986, 34 (03) :497-510
[2]   Distinct element method simulation of an analogue for a highly interlocked, non-persistently jointed rockmass [J].
Bahrani, Navid ;
Kaiser, Peter K. ;
Valley, Benoit .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 71 :117-130
[3]   The use of air bricks for planting roadside vegetation: A new technique to improve landscaping of steep roadsides in China's Hubei Province [J].
Cao, Shixiong ;
Xu, Chengli ;
Ye, Huihai ;
Zhan, Yong ;
Gong, Cheng .
ECOLOGICAL ENGINEERING, 2010, 36 (05) :697-702
[4]   Effect of the intermediate principal stress on the mechanical behaviour of breakable granular materials using realistic particle models [J].
Fang, Chuanfeng ;
Gong, Jian ;
Jia, Mingtao ;
Nie, Zhihong ;
Hu, Wei ;
Li, Bo .
ACTA GEOTECHNICA, 2022, 17 (11) :4887-4904
[5]   The application of a modified Voronoi logic to brittle fracture modelling at the laboratory and field scale [J].
Gao, F. Q. ;
Stead, D. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 68 :1-14
[6]   Numerical simulation of microstructure of brittle rock using a grain-breakable distinct element grain-based model [J].
Gao, Fuqiang ;
Stead, Doug ;
Elmo, Davide .
COMPUTERS AND GEOTECHNICS, 2016, 78 :203-217
[7]   3D random Voronoi grain-based models for simulation of brittle rock damage and fabric-guided micro-fracturing [J].
Ghazvinian, E. ;
Diederichs, M. S. ;
Quey, R. .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2014, 6 (06) :506-521
[8]   Mechanical transitional behavior of binary mixtures via DEM: Effect of differences in contact-type friction coefficients [J].
Gong, Jian ;
Liu, Jun .
COMPUTERS AND GEOTECHNICS, 2017, 85 :1-14
[9]  
Guo Y., 2020, Transp, P23
[10]   Experimental investigation of the mechanical behaviors and energy evolution characteristics of red sandstone specimens with holes under uniaxial compression [J].
He, Zhichao ;
Gong, Fengqiang ;
Wu, Wuxing ;
Wang, Weihua .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (07) :5845-5865