Investigation of the effect of cyclic loading on the soil arching using damped spring-based trapdoor model
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference36 articles.
1. Spring-based trapdoor tests investigating soil arching stability in embankment fill under localized surface loading;Al-Naddaf;J. Geotech. Geoenviron. Eng.,2021
2. Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and Particle Image Velocimetry;Bi;Can. Geotech. J.,2020
3. Investigation of soil arching under cyclic loading using the discrete element method;Bao;Int. J. Geomech.,2021
4. Effect of particle shape on the development of 2D soil arching;Chen;Comput. Geotech.,2020
5. Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters;Chevalier;Acta Geotech.,2012
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1. Experimental Investigation on the Evolution of Soil Arching in Cohesive Soils Using a DIC Technique;International Journal of Geomechanics;2024-02
2. Numerical multi‐span segmented trapdoor test with viscoelastic boundary for soil arching within pile‐supported embankment under cyclic loading;International Journal for Numerical and Analytical Methods in Geomechanics;2023-09-27
3. Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach;Transportation Geotechnics;2023-09
4. Numerical Investigations for Trapdoor Configuration Effects on Stress-Redistribution and Arching of Granular Media and Experimental Validation;2023
5. Effects of Cyclic Loading on Soil Arching within Pile-Supported Embankment with Artificial Crust: A Coupled Dem-Fdm Approach;2023
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