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RISPre-Liquefaction and Post-Liquefaction Responses of Axially Loaded Piles in Sands
Publisher: American Society of Civil Engineers
Abstract: This paper presents a methodology for predicting the mobilized response of axially loaded piles in sands in the states of pre-liquefaction and post-liquefaction. The proposed procedure calculates shaft and skin resistance ...
Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction
Publisher: American Society of Civil Engineers
Abstract: Although most designers prefer the
Discussion of “Measured and Computed Lateral Response of a Pile Group in Sand” by Kyle M. Rollins, J. Dusty Lane, and Travis M. Gerber
Publisher: American Society of Civil Engineers
Liquefaction and Undrained Response Evaluation of Sands from Drained Formulation
Publisher: American Society of Civil Engineers
Abstract: A general approach has been established to assess the undrained stress-strain curve and effective stress path under monotonic loading from drained triaxial tests. An appropriate formulation of a drained and drained rebounded ...
Discussion of “Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading” by Thomas J. Weaver, Scott A. Ashford, and Kyle M. Rollins
Publisher: American Society of Civil Engineers
Discussion of “Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand” by Kyle M. Rollins, Travis M. Gerber, J. Dusty Lane, and Scott A. Ashford
Publisher: American Society of Civil Engineers
Lateral Loaded Pile Response in Liquefiable Soil
Publisher: American Society of Civil Engineers
Abstract: This paper provides a new analysis procedure for assessing the lateral response of an isolated pile in saturated sands as liquefaction develops in response to dynamic loading such as that generated during earthquake shaking. ...
Employment of the P-Multiplier in Pile-Group Analysis
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the variation of the
Response of Piles in Multilayers of Soil under Uplift Forces
Publisher: ASCE
Abstract: A new methodology is introduced to determine the mobilized pile response under axial tension forces in a soil profile with multilayers of sand and/or clay. The proposed model allows the assessment of the load transfer (t–z) ...