Advancing Understanding of the Influence of Drained Cyclic Loading on Sand Behavior Using DEM
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK (corresponding author). ORCID: .
2. Professor, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7248
Reference42 articles.
1. Stress-path laboratory tests to characterise the cyclic behaviour of piles driven in sands
2. Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand
3. Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007This paper represents the written version of the 21st Bjerrum Lecture. While it has been edited for the present publication, it retains the general structure of the original lecture, which was intended for a general geotechnical audience. The Bjerrum Lecture is presented in Oslo in alternate years by the Norwegian Geotechnical Society with the support of the Bjerrum Memorial Fund (Laurits Bjerrums Minnefond).
4. A state parameter for sands
5. Saturation and Preloading Effects on the Cyclic Behavior of Sand
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