Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications-Reference-Cited by-同舟云学术

Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications

Published:2012-12 Issue:6 Volume:12 Page:676-688
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mahabadi O. K.¹,Lisjak A.²,Munjiza A.³,Grasselli G.⁴

Affiliation:

1. Research Associate, Geomechanics Research Group, Lassonde Institute, Civil Engineering Dept., Univ. of Toronto, Toronto, ON, Canada M5S 1A4.

2. Ph.D. Student, Geomechanics Research Group, Lassonde Institute, Civil Engineering Dept., Univ. of Toronto, Toronto, ON, Canada M5S 1A4.

3. Professor, Dept. of Engineering, Queen Mary Univ. of London, London E1 4NS, U.K.

4. Assistant Professor, Geomechanics Research Group, Lassonde Institute, Civil Engineering Dept., Univ. of Toronto, Toronto, ON, Canada M5S 1A4 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000216

Reference48 articles.

1. Discrete element method contact model for dynamic simulation of inelastic rock impact

2. Experimentally gained parameters, decisive for rock fall analysis

3. Coastal Subsystems of Western Barbados, West Indies

4. Carter T. Cottrell B. Brewster L. Carvalho J. and Poschmann A. (2009). “Cliff recession process modelling as a basis for setback definition.” Proc. Coasts Marine Structures and Breakwaters Conf. Institution of Civil Engineers Edinburgh U.K. 498512.

5. Cottrell B. E. (2009). “Updates to the GG-shear strength criterion.” M.Eng. thesis Dept. of Civil Engineering Univ. of Toronto Toronto.

Cited by 302 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of strain rate on the failure of bimrocks using the combined finite-discrete element method;Computers and Geotechnics;2024-12

2. Fundamental Study on Fracture Process Analysis of Rocks under Quasi-Static Loading Based on Hybrid FEM-DEM Using Extrinsic Cohesive Zone Model;MATERIALS TRANSACTIONS;2024-09-01

3. Modeling of heat transfer and thermal cracking in brittle materials using Finite-Discrete Element Method (FDEM) with a heat pipe model and node binding scheme;Engineering Analysis with Boundary Elements;2024-08

4. Modelling dynamic fracture and fragmentation of rocks under multiaxial coupled static and dynamic loads with a parallelised 3D FDEM;Computers and Geotechnics;2024-08

5. Experimental and numerical simulation study on the evolution of mechanical properties of granite after thermal treatment;Computers and Geotechnics;2024-08