期刊
COMPUTERS AND GEOTECHNICS
卷 97, 期 -, 页码 103-110出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2018.01.006
关键词
Horseshoe-shaped tunnel; Stability; Collapse mechanism; Upper-bound finite element method; Adaptive meshing
类别
资金
- National Key Research and Development Program of China during the thirteenth Five-year Plan Period [2016YFC0802504]
- China Postdoctoral Science Foundation [2017M621608]
- National Natural Science Foundation of China [51479050]
This study investigates the stability of dual horseshoe-shaped tunnels in cohesive-frictional soils subjected to gravity using an upper-bound finite element method combined with a plastic-dissipation-based mesh adaptive strategy. The results are presented in the form of dimensionless stability numbers, which decrease with C/D and increase with phi. The results indicate that the interaction between dual horseshoe-shaped tunnels disappears when their dimensionless center-to-center distance S/D lies approximately in any of the following ranges for C/D: (i) 3.5-4.5 for C/D = 1, (ii) 3.5-6.5 for C/D = 2, (iii) 3.5-9 for C/D = 3, (iv) 4-11 for C/D = 4, and (v) 4-13.5 for C/D = 5.
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