Stability analysis of rock blocks around a cross-harbor tunnel using the improved morphological visualization method

被引:12
|
作者
Wu, J. [1 ,2 ]
Zhang, Z. X. [1 ,2 ]
Kwok, C. Y. [3 ]
机构
[1] Tongji Univ, Sch Civil Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Geotech Engn, Shanghai 200092, Peoples R China
[3] Univ Hong Kong, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
基金
美国国家科学基金会;
关键词
Probabilistic analysis; Block theory; Morphological visualization; DifFUZZY; Discontinuities; Monte Carlo method; SLOPE STABILITY; SHEAR BEHAVIOR; IDENTIFICATION; GEOMETRY; SYSTEM;
D O I
10.1016/j.enggeo.2014.12.014
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The morphological visualization method is improved by introducing the separating axes method to the element-block aggregation algorithm and the weighted quick-union method to the complex-block construction algorithm to enhance the computational efficiency of BLKLAB (Zhang and Lei, 2013a). The usage and effectiveness of the modified BLKLAB code are demonstrated through a case study of Xiang'an tunnel in Xiamen City of China. In this case study, the DifFUZZY method was employed to cluster the orientation data and probabilistic analysis was then performed to get a combination of geological and mechanical properties of discontinuities that is most detrimental to the stability of rock blocks and associated ground-supports. Based on these previous analyses, the fracture network was constructed. The stability of rock blocks around the tunnel was then evaluated, using the improved morphological visualization method in conjunction with the stereo-analytical method. A combination of shot concrete and bolts was proposed as the optimal support system, which agrees with the real situation. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:10 / 31
页数:22
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