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The Effect of Initial Static Shear Stress on Liquefaction Triggering of Coarse-Grained Materials
Publisher: American Society of Civil Engineers
Abstract: Soil liquefaction response is significantly affected by soil gradation (particle size, angularity, coefficient of uniformity) and density. However, the literature on the factors affecting liquefaction resistance with initial ...
Monotonic and Cyclic Simple Shear Response of Well-Graded Sandy Gravel Soils from Wellington, New Zealand
Publisher: American Society of Civil Engineers
Abstract: In the 2016 Kaikoura earthquake, liquefaction of gravelly soils from reclaimed fills occurred in CentrePort, Wellington, New Zealand. This study presents constant volume monotonic and cyclic simple shear tests on well-graded ...