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Closure to “Possibility of Postliquefaction Flow Failure due to Seepage” by Noriaki Sento, Motoki Kazama, Ryosuke Uzuoka, Hirofumi Ohmura, and Makoto Ishimaru
Publisher: American Society of Civil Engineers
Possibility of Postliquefaction Flow Failure due to Seepage
Publisher: American Society of Civil Engineers
Abstract: This study examines the postliquefaction flow failure mechanism, in which shear strain develops due to seepage upward during the redistribution of excess pore water pressure after an earthquake. The mechanism is addressed ...
Density Index for Estimating the Postliquefaction Volumetric Strain of Silty Soils
Publisher: American Society of Civil Engineers
Abstract: This study examined the liquefaction-induced ground settlement of silty sand ground, in which many nonplastic fines are contained. Investigation determined that if fines were included in the specimen, the minimum void ratio ...
Effect of Perforation Arrangement on Entrance Head Loss of Horizontal Drains and Selection Criterion for Permeability of Geotextile Envelope
Publisher: American Society of Civil Engineers
Abstract: Horizontal drains (HDs) are used widely for effective groundwater management in agricultural lands and geotechnical applications. These drainage systems facilitate water flow through perforations in the HD pipe wall, causing ...