Discrete element modeling of soil-structure interface behavior under cyclic loading
Authors:
- Maosong HuangMHMaosong Huang
- Yuanwen ChenYCYuanwen Chen
- Xiaoqiang GuXGXiaoqiang Gu
- 1 March 2019
- journal article
- research article
- Published by Elsevier in Computers and Geotechnics
- Vol. 107, 14-24
Abstract
No abstract availableKeywords
Funding Information
- National Basic Research Program of China (2013CB036304)
- National Natural Science Foundation of China (51822809, 41772283)
- Fundamental Research Funds for the Central Universities
This publication has 40 references indexed in Scilit:
- Is the quasi-steady state a real behaviour? A micromechanical perspectiveGéotechnique, 2011
- Cyclic shear stress degradation and post-cyclic behaviour from sand–steel interface direct shear testsCanadian Geotechnical Journal, 2007
- Determining particulate–solid interphase strength using shear-induced anisotropyGranular Matter, 2006
- Cyclic behaviour of a sand – steel plate interfaceCanadian Geotechnical Journal, 2005
- Interface Load Transfer Degradation During Cyclic Loading: A Microscale InvestigationSoils and Foundations, 2003
- Pile Skin Friction in Sands from Constant Normal Stiffness TestsGeotechnical Testing Journal, 1995
- Shear Bands in Biaxial Tests on Dry Coarse SandSoils and Foundations, 1993
- Estimation of Pile Friction Degradation from Shearbox TestsGeotechnical Testing Journal, 1992
- Friction Between Sand and Steel Under Repeated LoadingSoils and Foundations, 1989
- Behavior of Sand Particles in Sand-Steel FrictionSoils and Foundations, 1988