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RISLateral Deflection of Horizontally Loaded Rigid Piles in Elastoplastic Medium
Publisher: American Society of Civil Engineers
Abstract: This paper deals with the design of rigid piles under lateral load. In many practical situations pile displacements may be the limiting factor in the design; thus, an allowable displacement analysis instead of an allowable ...
Discussion of “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann
Publisher: American Society of Civil Engineers
Generalized Coulomb Active‐Earth Pressure for Distanced Surcharge
Publisher: American Society of Civil Engineers
Abstract: Earth‐pressure problems are of great interest in geotechnical engineering and closed‐form solutions for evaluating the active‐earth pressure are widely used in the design of retaining structures. The note presents a ...
Approximate Elastic‐Plastic Solution for Axially Loaded Piles
Publisher: American Society of Civil Engineers
Abstract: An approximate elastic perfectly plastic solution in a closed form for axially loaded piles based on the
Discussion of “Negative Skin Friction on Piles in Layered Soil Deposits” by Ernesto Motta
Publisher: American Society of Civil Engineers
Closure to “Generalized Coulomb Active Earth Pressure for a Distanced Surcharge” by Ernesto Motta
Publisher: American Society of Civil Engineers