Abstract

The fault cutting algorithm is important when applying the three-dimensional numerical manifold method to engineering simulation. This paper presents a primary approach to the fault cutting algorithm, including data structures, fault cutting procedures, and some basic computing algorithms. First, the data structures of the physical elements and mathematical covers are proposed as single linked lists and linked list arrays, respectively. This reduces the complexity of the algorithm and increases the efficiency when connecting physical elements to covers. Second, a strategy of recording cutting traces between every two faults to ensure that the model agrees with the actual situation was proposed. This strategy also reduces the complexity and improves the efficiency. Third, the mathematical covers and physical elements are cut with all faults independently to process complete cutting instances in a multiblock form and incomplete cutting instances without forming any new irrational block. Finally, four cutting examples are presented that demonstrate that the proposed fault cutting algorithm is correct and useful.

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Acknowledgments

Special thanks to Professor Genhua Shi for his helpful advice and test data. This work was financially supported by the National Natural Science Foundation of China (41104004 and 41474002) and Grant-in-Aid for Challenging Exploratory Research (15K12483 for G. Chen) from the Japan Society for the Promotion of Science and Kyushu University Interdisciplinary Programs in Education and Projects in Research Development.

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

History

Received: Aug 7, 2015
Accepted: Jan 8, 2016
Published online: Mar 3, 2016
Discussion open until: Aug 3, 2016
Published in print: May 1, 2017

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Yanqiang Wu [email protected]
Professor, Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka 819-0395, Japan; CEA Key Laboratory of Earthquake Prediction (Institute of Earthquake Science, China Earthquake Administration), Beijing 100036, China; First Crust Deformation Monitoring and Application Center, China Earthquake Administration, Tianjin 300180, China. E-mail: [email protected]
Guangqi Chen [email protected]
Professor, Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka 819-0395, Japan; CEA Key Laboratory of Earthquake Prediction (Institute of Earthquake Science, China Earthquake Administration), Beijing 100036, China (corresponding author). E-mail: [email protected]
Zaisen Jiang [email protected]
Professor, CEA Key Laboratory of Earthquake Prediction (Institute of Earthquake Science, China Earthquake Administration), Beijing 100036, China. E-mail: [email protected]
Master, Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka 819-0395, Japan. E-mail: [email protected]
Assistant Professor, Dept. of Hydraulic Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka 819-0395, Japan. E-mail: [email protected]
Doctor, Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka 819-0395, Japan. E-mail: [email protected]
Doctor, Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka 819-0395, Japan. E-mail: [email protected]
Assistant Professor, CEA Key Laboratory of Earthquake Prediction (Institute of Earthquake Science, China Earthquake Administration), Beijing 100036, China. E-mail: [email protected]
Engineer, First Crust Deformation Monitoring and Application Center, China Earthquake Administration, Tianjin 300180, China. E-mail: [email protected]
Engineer, First Crust Deformation Monitoring and Application Center, China Earthquake Administration, Tianjin 300180, China. E-mail: [email protected]

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