Development and Validation of a Sequential Limit Analysis Method for Rotational Axis-Symmetrical Soil-Structure Interaction Problems
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Publisher
Elsevier BV
Reference55 articles.
1. Influence of peripheral velocity on vane shear strength of an artificial clay;G Biscontin;Geotech. Test. J,2001
2. Finite element method and limit analysis theory for soil mechanics problems;A Bottero;Comput. Methods Appl. Mech. Eng,1980
3. A coupled fluid-solid SPH approach to modelling flow through deformable porous media;H H Bui;Int. J. Solids Struct,2017
4. Development of a large geotechnical centrifuge at Zhejiang University;Y M Chen;Physical modelling in geotechnics (ICPMG 2010,2010
5. Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers;X Chen;Comput. Geotech,2021
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