TY - JOUR
T1 - Extension of discontinuous deformation analysis and application in cohesive-frictional slope analysis
AU - Zhang, Yingbin
AU - Xu, Qiang
AU - Chen, Guangqi
AU - Zhao, John X.
AU - Zheng, Lu
N1 - Funding Information:
The authors thank Gen-hua Shi for his great contribution to DDA development and his diligence work on DDA programming. The program used in this study is extended from his latest version of the original code, DDA 2012. This study has received financial support from the National Basic Research Program of China (973 Program) (Grant no. 2013CB036204 ) and the opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology) (Grant no. SKLGP2014K015 ). The financial support is gratefully acknowledged. The authors also thank the Editor-in-Chief and two anonymous reviewers for their helpful and insightful comments.
PY - 2014/9
Y1 - 2014/9
N2 - This paper extends the discontinuous deformation analysis (DDA) by using an additional evaluation of edge-to-edge contact, with the aim that it can be used to accurately model the failure behaviour of joints dominated by both cohesion and interface friction angle. The original DDA can deal well with the effects of interface friction angle. However, when cohesion exists, DDA results often show an inscrutable behaviour, i.e. a slope may be unstable even if the cohesion is much greater than the theoretical value required for its critical stability. After many detailed investigations and validations, joint contact treatment was found to be the key reason why the original DDA cannot simulate the cohesive material accurately, in which every edge-to-edge contact is treated as two vertex-to-edge contacts that may have different contact states associated with different cohesion treatments. In order to solve this problem, an additional contact type determination process for an edge-to-edge contact was added into the original computer code to avoid the unreasonable situation when two contact states exist in one joint. Several examples were performed to illustrate the accuracy of the modified code and a real landslide case was analysed by using the improved DDA to estimate the shear strength on the interface. Our results show that the improved DDA can simulate the failure of cohesive-frictional material accurately.
AB - This paper extends the discontinuous deformation analysis (DDA) by using an additional evaluation of edge-to-edge contact, with the aim that it can be used to accurately model the failure behaviour of joints dominated by both cohesion and interface friction angle. The original DDA can deal well with the effects of interface friction angle. However, when cohesion exists, DDA results often show an inscrutable behaviour, i.e. a slope may be unstable even if the cohesion is much greater than the theoretical value required for its critical stability. After many detailed investigations and validations, joint contact treatment was found to be the key reason why the original DDA cannot simulate the cohesive material accurately, in which every edge-to-edge contact is treated as two vertex-to-edge contacts that may have different contact states associated with different cohesion treatments. In order to solve this problem, an additional contact type determination process for an edge-to-edge contact was added into the original computer code to avoid the unreasonable situation when two contact states exist in one joint. Several examples were performed to illustrate the accuracy of the modified code and a real landslide case was analysed by using the improved DDA to estimate the shear strength on the interface. Our results show that the improved DDA can simulate the failure of cohesive-frictional material accurately.
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U2 - 10.1016/j.ijrmms.2014.06.005
DO - 10.1016/j.ijrmms.2014.06.005
M3 - Article
AN - SCOPUS:84904328993
SN - 1365-1609
VL - 70
SP - 533
EP - 545
JO - International Journal of Rock Mechanics and Mining Sciences
JF - International Journal of Rock Mechanics and Mining Sciences
ER -