Abstract

Discontinuous deformation analysis (DDA) has gained wide acceptance in geotechnical engineering. The simulation of large-scale engineering problems using DDA is computationally expensive. Thus, improving the calculation efficiency of DDA is of significance. The parallel technique based on open multiprocessing (OpenMP) is implemented into DDA. Previous work usually focused on one or two specific subroutines. In contrast, in this paper, all the time-consuming subroutines that have the possibility to do the calculation simultaneously, including contact detection, matrix assembly, simultaneous equation solver, postjudgment of contacts, and block information update, are modified and incorporated with parallel implementation based on OpenMP. The parallel degree can be up to 98%. The computational efficiency of the accelerated DDA is demonstrated by several large-scale simulations with different block quantities running on a different number of threads. As an application, the accelerated DDA is used to efficiently analyze a large-scale landslide, which can efficiently provide information for landslide disaster prevention and mitigation. In conclusion, the accelerated DDA exhibits high performance in the analysis of large-scale problems.

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Acknowledgments

This work was supported by the JSPS KAKENHI (Grant Nos. JP15K12483, JP16F16056, and JP15H01797), the National Natural Science Foundation of China (Nos. 41977213, 41672286, and 51408511), the SKLGP open fund (SKLGP2018K009), the China Scholarship Council (CSC), and the Japanese Government (MEXT) Scholarship Program. Also, this work was partly supported by the coresearch project conducted by Kyushu University and W-NEXCO. The financial support are gratefully acknowledged.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 7July 2020

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Received: Mar 29, 2019
Accepted: Dec 17, 2019
Published online: Apr 20, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 21, 2020

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Ph.D. Candidate, Dept. of Civil and Structure Engineering, Kyushu Univ., Fukuoka 8190395, Japan. ORCID: https://orcid.org/0000-0002-2551-8557. Email: [email protected]
Ph.D. Candidate, Dept. of Civil and Structure Engineering, Kyushu Univ., Fukuoka 8190395, Japan (corresponding author). ORCID: https://orcid.org/0000-0002-7486-4747. Email: [email protected]
Guangqi Chen [email protected]
Professor, Dept. of Civil and Structure Engineering, Kyushu Univ., Fukuoka 8190395, Japan. Email: [email protected]
Ph.D. Candidate, Dept. of Civil and Structure Engineering, Kyushu Univ., Fukuoka 8190395, Japan. ORCID: https://orcid.org/0000-0001-8210-6375. Email: [email protected]
Yingbin Zhang [email protected]
Professor, Dept. of Geotechnical Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]

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