Modified predictor-corrector solution approach for efficient discontinuous deformation analysis of jointed rock masses

Author:

Zheng Fei1ORCID,Leung Yat Fai1ORCID,Zhu Jian-Bo2ORCID,Jiao Yu-Yong3ORCID

Affiliation:

1. Department of Civil and Environmental Engineering; The Hong Kong Polytechnic University; Hong Kong SAR China

2. State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering; Tianjin University; Tianjin China

3. Faculty of Engineering; China University of Geosciences; Wuhan China

Funder

Hong Kong Polytechnic University

Hubei Provincial Natural Science Foundation of China

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference74 articles.

1. A discrete numerical model for granular assemblies;Cundall;Geotechnique,1979

2. Shi GH Discontinuous deformation analysis: a new numerical model for the statics and dynamics of block systems 1988

3. Review of validation of the discontinuous deformation analysis (DDA) method;MacLaughlin;Int J Numer Anal Meth Geomech,2006

4. Applying discontinuous deformation analysis to assess the constrained area of the unstable Chiu-fen-erh-shan landslide slope;Wu;Int J Numer Anal Meth Geomech,2007

5. Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method;Jiao;Eng Geol,2014

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