Undrained behaviour of sand under isotropic and K0-consolidated condition: Experimental and DEM approach
Undrained behaviour of sand under isotropic and K0-consolidated condition: Experimental and DEM approach
Mizanur Rahman; Zillur Rabbi; Hoang Nguyen
19th International Conference on Soil Mechanics and Geotechnical Engineering (Seoul)
TC101
Liquefaction Engineering, Laboratory Testing, Discrete Element
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