Mechanical properties and energy conversion of 3D close-packed lattice model for brittle rocks

被引:93
作者
Liu, Chun [1 ,2 ]
Xu, Qiang [2 ]
Shi, Bin [1 ]
Deng, Shang [3 ]
Zhu, Honghu [1 ,4 ]
机构
[1] Nanjing Univ, Sch Earth Sci & Engn, Nanjing 210023, Jiangsu, Peoples R China
[2] Chengdu Univ Technol, State Key Lab Geohazards Prevent & Environm Prote, Chengdu 610059, Peoples R China
[3] Stanford Univ, Dept Geol & Environm Sci, Stanford, CA 94305 USA
[4] Nanjing Univ, Suzhou High Tech Inst, Suzhou 215123, Peoples R China
基金
中国国家自然科学基金;
关键词
Discrete element model; Mechanical property; Energy; Heat; MatDEM; DISCRETE ELEMENT METHOD; NUMERICAL-SIMULATION; SOLID MODEL; GRANULAR-MATERIALS; ELASTIC CONTINUA; PARTICLE MODEL; FAILURE; PROPAGATION; EARTHQUAKES; FRACTURE;
D O I
10.1016/j.cageo.2017.03.003
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Numerical simulations using the 3D discrete element method can yield mechanical and dynamic behaviors similar to rocks and grains. In the model, rock is represented by bonded elements, which are arranged on a tetrahedral lattice. The conversion formulas between inter-element parameters and rock mechanical properties were derived. By using the formulas, inter-element parameters can be determined according to mechanical properties of model, including Young's modulus, Poisson's ratio, tensile strength (T-u), compressive strength (C-u) and coefficient of internal friction. The energy conversion rules of the model are proposed. Based on the methods, a Matlab code "MatDEM" was developed. Numerical models of quartzite were used to validate the formulas. The tested mechanical properties of a single unit correspond reasonably well with the values of quartzite. Tested T-u and C-u with multiple elements are lower than the values predicted by the formulas. In the simulation of rock failure processes, mechanical energy conversed between different forms and heat is generated, but the mechanical energy plus heat always remains constant. Variations of breaking heat and frictional heat provide clues of the fracturing and slipping behaviors of the T-u and C-u tests. The model may be applied to a wide range of geological structures that involve breakage at multiple scales, heat generation and dynamic processes.
引用
收藏
页码:12 / 20
页数:9
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