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Closure to “Laboratory Study of Liquefaction due to Wave–Seabed Interaction” by B. Chowdhury, G. R. Dasari, and T. Nogami
Publisher: American Society of Civil Engineers
Laboratory Study of Liquefaction due to Wave–Seabed Interaction
Publisher: American Society of Civil Engineers
Abstract: Objects placed on the seabed sink in because of the momentary liquefaction of the seabed due to wave loading. The depth of the momentary liquefaction depends on the pore pressure propagation which is governed by wave and ...
Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay
Publisher: American Society of Civil Engineers
Abstract: It is well established that critical state soil mechanics provides a useful theoretical framework for constitutive modeling of soil. Most of the critical state models, including the popular modified Cam clay (MCC) model, ...
Lateral and Upward Soil-Pipeline Interactions in Sand for Deep Embedment Conditions
Publisher: American Society of Civil Engineers
Abstract: The soil–pipeline interactions in sand under lateral and upward movements are investigated with particular attention to the peak forces exerted on the pipe. The analytical solutions for estimating the peak forces are ...
Experimental Study of the Behavior of a Lumpy Fill of Soft Clay
Publisher: American Society of Civil Engineers
Abstract: Land reclamation is a major civil engineering activity in Singapore. Due to depletion of suitable local fills and the cost of imported sand, dredged and excavated clay fills, in spite of their poor engineering properties, ...