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    Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 011:;page 04024106-1
    Author(s): Ali Shojaeian; Sumangali Sivakumaran; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: Several ground improvement techniques, which have been proven to be effective and economical solutions for increasing the lateral stiffness and strength of weak soils around piles, can often result in unnecessarily ...
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