A GPU-based numerical manifold method for modeling the formation of the excavation damaged zone in deep rock tunnels

被引:26
作者
Liu, Quanshen [1 ,2 ]
Xu, Xiangyu [1 ]
Wu, Zhijun [1 ,2 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn Hubei Prov, Wuhan 430072, Peoples R China
[2] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
基金
中国国家自然科学基金;
关键词
GPU-based parallel computation; CUDA; Numerical manifold method; Excavation damaged zone; Deeply buried rock tunnel; HEAT-CONDUCTION PROBLEMS; EXPLICIT FINITE-ELEMENT; CRACK-GROWTH; DEFORMATION; SIMULATION; FRACTURE; MASSES; TBM; MECHANISM; DYNAMICS;
D O I
10.1016/j.compgeo.2019.103351
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
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.
引用
收藏
页数:16
相关论文
共 79 条
[1]  
[Anonymous], 1992, Manifold Method of Material Analysis
[2]   The squeezing potential of rock around tunnels: Theory and prediction with examples taken from Japan [J].
Aydan, O ;
Akagi, T ;
Kawamoto, T .
ROCK MECHANICS AND ROCK ENGINEERING, 1996, 29 (03) :125-143
[3]  
AZHANG J, 2013, MATH PROBL ENG, V2013, P1
[4]   Discrete element modeling of progressive failure in a wide coal roadway from water-rich roofs [J].
Bai, Qing-Sheng ;
Tu, Shi-Hao ;
Zhang, Cun ;
Zhu, Defu .
INTERNATIONAL JOURNAL OF COAL GEOLOGY, 2016, 167 :215-229
[5]  
Belytschko T, 1999, INT J NUMER METH ENG, V45, P601, DOI 10.1002/(SICI)1097-0207(19990620)45:5<601::AID-NME598>3.0.CO
[6]  
2-S
[7]   Elastic Solution for Deep Tunnels. Application to Excavation Damage Zone and Rockbolt Support [J].
Bobet, A. .
ROCK MECHANICS AND ROCK ENGINEERING, 2009, 42 (02) :147-174
[8]   Influence of stress path on tunnel excavation response - Numerical tool selection and modeling strategy [J].
Cai, M. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2008, 23 (06) :618-628
[9]   Parallelized implementation of an explicit finite element method in many integrated core (MIC) architecture [J].
Cai Yong ;
Li Guangyao ;
Liu Wenyang .
ADVANCES IN ENGINEERING SOFTWARE, 2018, 116 :50-59
[10]   Assembly of finite element methods on graphics processors [J].
Cecka, Cris ;
Lew, Adrian J. ;
Darve, E. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2011, 85 (05) :640-669