Funder
National Natural Science Foundation of China
Key Laboratory of RockMechanicsinHydraulicStructuralEngineering
MinistryofEducation
Advanced Interdisciplinary Special Cultivation program of Chongqing University
Reference37 articles.
1. Analysis of tunneling-induced ground movements using transparent soil models;Ahmed;J. Geotech. Geoenviron. Eng.,2011
2. Evaluation of tunnel face stability by transparent soil models;Ahmed;Tunn. Undergr. Space Technol.,2012
3. Allersma, H., 1982. Photo-elastic stress analysis and strains in simple shear. In: Proc. Iutam Symposium on Deformation and Failure of Granular Materials. Rotterdam: A.A.Balkema, 345–353.
4. Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests;Adachi;Tunn. Undergr. Space Technol.,2003
5. Bezuijen, A., Van Seters, A.J., 2002. The stability of a tunnel face in soft clay. In: Proc. In. Conf on Physical modelling, St John, Canada. 149–155.
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