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RISModeling Lateral Soil-Pile Response Based on Soil-Pile Interaction
Publisher: American Society of Civil Engineers
Abstract: Although most designers prefer the
Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model
Publisher: American Society of Civil Engineers
Abstract: Beam on elastic foundation theory provides an efficient solution for the problem of a laterally loaded pile. The accuracy of such a solution depends upon the characterization of the interaction between the pile and the ...
Lateral Behavior of Pile Groups in Layered Soils
Publisher: American Society of Civil Engineers
Abstract: Assessment of the response of a laterally loaded pile group based on soil–pile interaction is presented in this paper. The behavior of a pile group in uniform and layered soil (sand and/or clay) is evaluated based on the ...
Liquefaction and Residual Strength of Sands from Drained Triaxial Tests
Publisher: American Society of Civil Engineers
Abstract: The state of knowledge with regard to static and cyclic liquefaction has progressed tremendously since the mid-1960s. In fact, it is generally accepted, based on the steady-state concepts of Casagrande, Castro, and Poulos ...
Closure to “Liquefaction and Residual Strength of Sands from Drained Triaxial Tests” by G. Norris, R. Siddharthan, Z. Zafir, and R. Madhu
Publisher: American Society of Civil Engineers
A Thermo-Mechanical Approach for Fatigue Testing of Polymer Bimaterial Interfaces
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: We have developed a new technique that uses a noncontact fiber optic displacement sensor to investigate the crack growth along polymer interfaces under thermal fatigue conditions. This technique ...