Technical Papers
Aug 18, 2016

Three-Dimensional Spherical DDA Method for Modeling Friction Problems

Publication: International Journal of Geomechanics
Volume 17, Issue 5

Abstract

Three-dimensional (3D) discontinuous deformation analysis (DDA) is very suitable for simulating large-displacement behavior of rock masses. One fundamental issue commonly encountered in 3D DDA is 3D friction problems. In this paper, a friction contact model based on 3D spherical DDA (SDDA) and the determination method of friction force direction is proposed for modeling 3D friction problems. Simulation results of three verification examples with available analytical solutions demonstrate the correctness of the friction contact model in 3D SDDA. Meanwhile, the simulation result of one application example, namely, a 3D-sphere natural-accumulation simulation, indicates that the friction problems of a 3D-sphere system can be modeled well by the proposed friction contact model. This work is helpful for solving 3D friction problems in discrete blocky systems.

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Acknowledgments

This work was supported by the Key Research Program of the Chinese Academy of Sciences (Grant KZZD-EW-05-03), the National Basic Research Program (973 Program) of China (Grants 2011CB710602, 2014CB046904, and 2014CB047101), and the China National Natural Science Foundation (Grants 51509242 and 51479191).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 5May 2017

History

Received: Aug 14, 2015
Accepted: Jun 16, 2016
Published online: Aug 18, 2016
Discussion open until: Jan 18, 2017
Published in print: May 1, 2017

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Authors

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Gang-Hai Huang [email protected]
Lecturer, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China. E-mail: [email protected]
Yu-Yong Jiao [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author). E-mail: [email protected]
Postgraduate Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. E-mail: [email protected]
Postgraduate Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. E-mail: [email protected]

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