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LIQUEFACTION AND CYCLIC FAILURE OF SAND UNDER BIDIRECTIONAL CYCLIC LOADING (2008)
Samples of saturated loose sand were tested under bi-directional cyclic loading to characterize liquefaction and cyclic failure, by using an advanced soil static and dynamic universal triaxial and torsional shear apparatus.
Reference:
Vol. 13, Bundle G
Vol. 13, Bundle G
Organization:
State Key Laboratory of Coastal and Offshore Engineering & Institute of Geotechnical Engineering, Dalian University of Technology, Dalian, Liaoning Province, P. R. China
State Key Laboratory of Coastal and Offshore Engineering & Institute of Geotechnical Engineering, Dalian University of Technology, Dalian, Liaoning Province, P. R. China
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