Funder
Hunan Provincial Natural Science Foundation
National Key Research and Development Program of China
Science and Technology Program of Hunan Province
National Natural Science Foundation of China
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference44 articles.
1. Limit Analysis and Soil Plasticity;Chen,1975
2. Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils;Chen;Comput. Geotech.,2019
3. Reliability study on shield tunnel face using a random limit analysis method in multilayered soils;Cheng;Tunn. Undergr. Space Technol.,2019
4. Three-dimensional analysis of tunnel face stability in spatially variable soils;Cheng;Comput. Geotech.,2019
5. Dias, D., Janin, J.P., Soubra, A.H., Kastner, R., 2008. Three-dimensional face stability analysis of circular tunnels by numerical simulations. In: GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, pp. 886–893.
Cited by
5 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献