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Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2021
Takaji Kokusho
exaly  

Cyclic Triaxial Tests at Low Stresses for Parameter Determination

1987
ABSTRACT The results of 2 drained cyclic triaxial tests at low isotropic stress are presented. For the tests to be meaningful the effective stress paths have been controlled from the very beginning and systematic errors as membrane penetration, bedding error and membrane restraint have been taken into account.
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Soil Liquefaction Assessment by Anisotropic Cyclic Triaxial Test

2018
Liquefaction of saturated sandy soils is one of the most significant aspects of earthquake triggered natural hazards. The main mechanism deals with the loss of effective stress due to rapid pore water pressure generation during earthquake shaking. This chapter involves with the fundamental mechanism and impacts of liquefaction.
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