Large-scale model experiment and numerical simulation on convergence deformation of tunnel excavating in composite strata

Author:

Yang Sheng-Qi,Tao Yan,Xu Peng,Chen Miao

Funder

China University of Mining and Technology

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference41 articles.

1. Babendererde, S., Hoek, E., Marinos, P., Cardoso, A.S., 2004. Characterization of granite and the underground construction in metro do Porto, Portugal. Proceedings ISC-2 on geotechnical and geophysical site characterization. Millpress, Rotterdam, pp. 39–48.

2. Rock anisotropy: theory and laboratory testing;Barla;Rock Mech.,1974

3. Full-face excavation of large tunnels in difficult conditions;Barla;J. Rock Mech. Geotech. Eng.,2016

4. The 3D numerical simulation for the propagation process of multiple pre-existing flaws in rock-like materials subjected to biaxial compressive loads;Bi;Rock Mech. Rock Eng.,2016

5. A multi-dimensional space method for dynamic cracks problems using implicit time scheme in the framework of the extended finite element method;Cheng;Int. J. Damage Mech.,2015

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