Kernel broken smooth particle hydrodynamics method for crack propagation simulation applied in layered rock cells and tunnels

被引:7
作者
Xia, Chengzhi [1 ]
Shi, Zhenming [1 ]
Zheng, Hongchao [1 ]
Wu, Xiaohan [2 ]
机构
[1] Tongji Univ, Sch Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Coll Environm Sci & Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Smooth particle hydrodynamics; Kernel broken; Layered rock tunnel; Crack propagation; DISCONTINUOUS DEFORMATION ANALYSIS; DISCRETE NUMERICAL-MODEL; STEP-PATH FAILURE; SPH; STABILITY; FRACTURE; MECHANISM; COMPRESSION; EVOLUTION; STRENGTH;
D O I
10.1016/j.undsp.2022.08.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Understanding the cracking process of layered tunnels requires a high-fidelity method. Improved smooth particle hydrodynamics (SPH), termed kernel broken SPH (KBSPH), was implemented to simulate the crack propagation and deformation of layered rock cells and field layered tunnels with dip angles of 0 degrees-90 degrees, and the results were compared with those of the laboratory tests. Three attempts, including the bedding angle, interlayer distance, and lateral pressure coefficient, were made to investigate the crack propagation and deformation of layered tunnels. Finally, the pros and cons of the KBSPH method applied in the rock field were compared with those of other methods. The results indicate that the KBSPH can explicitly reproduce crack propagation by improving the kernel function with a totally damaged symbol, and the deformation responses have been captured reasonably. We infer that this method is effective and rapid in crack propagation and large deformation simulation for other types of rock tunnels.
引用
收藏
页码:55 / 75
页数:21
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