In this study, combined with the zero-thickness cohesive element (ZE) model and explicit integration method, a parallelization technique based on graphics processing units (GPU) is proposed to accelerate the computational efficiency of the NMM for modeling the formation of the excavation damaged zone in deep rock tunnels. To optimize the performance of the original NMM when simulating rock masses with fine grains, a ZE model is adopted and a speedup ratio of 41 compared with the original NMM is achieved. To simulate the behavior of the failed rock masses more efficiently and to achieve a higher speedup ratio after parallelization, the explicit integration scheme is introduced to avoid the assembly and solving of linear equations. To further improve the computation efficiency of hardware-based approaches, the GPU-based parallel technique, including a hybrid CPU GPU framework, a 'single instruction on multiple data' (SIMD) model and a rainbow coloring strategy, is adopted and a speedup ratio of up to 34.7x is achieved. Finally, a series of excavation models are simulated, and the predicted results validate the efficiency and capability of this developed method for modeling the formation of the excavation damaged zone in deeply buried rock tunnels.
机构:
China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
China Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
Chen, Xin
Guo, Hongyun
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China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
Guo, Hongyun
Zhao, Pei
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China Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
Zhao, Pei
Peng, Xi
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China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
Peng, Xi
Wang, Shizhi
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China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
Wang, Shizhi
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,
2011,
3
: 421
-
428
机构:
State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of SciencesState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
DingPing Xu
Xiang Huang
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机构:
State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
University of Chinese Academy ofState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
Xiang Huang
ShaoJun Li
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State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of SciencesState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
ShaoJun Li
HuaiSheng Xu
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机构:
State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
University of Chinese Academy ofState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
HuaiSheng Xu
ShiLi Qiu
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State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of SciencesState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
ShiLi Qiu
Hong Zheng
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State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of SciencesState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
Hong Zheng
Quan Jiang
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机构:
State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of SciencesState Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
机构:
Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R ChinaTsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
Liu, Bing
Meng, Wen
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机构:
Chinese Acad Geol Sci, Inst Geomech, Key Lab Neotecton Movement & Geohazard, Beijing, Peoples R ChinaTsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
Meng, Wen
Zhao, Zhihong
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机构:
Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R ChinaTsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
Zhao, Zhihong
Lin, Tao
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机构:
Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R ChinaTsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
Lin, Tao
Zhang, Jintong
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Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R ChinaTsinghua Univ, Dept Civil Engn, Beijing, Peoples R China