Funder
National Natural Science Foundation of China
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference64 articles.
1. Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests;Adachi;Tunn. Undergr. Space Technol.,2003
2. Al-Naddaf, M., Han, J., Jawad, S., Abdulrasool, G., Xu, C., 2017. Investigation of stability of soil arching under surface loading using trapdoor model tests. In: Proc., 19th Int. Conf. on Soil Mechanics and Geotechnical Engineering. pp. 889–892.
3. Particle-scale insight into soil arching under trapdoor condition;Ali;Soil. Found.,2020
4. Two-dimensional physical modelling of soil displacements above trapdoors;Bhandari;Geotech. Res.,2018
5. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model;Bui;Int. J. Numer. Anal. Methods Geomech.,2008
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