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Rigid Pile Group Stiffness in Clays by Ghcd Msdf is a document available to read on EtoBox.

This paper presents a finite element analysis of factors that influence the stiffness efficiency (gg) of rigid pile groups. Previous empirical models made simplifying assumptions. The study considers additional variables like pile length-to-diameter ratio, depth of a stiff layer below piles, and stiffness contrast between layers. A finite element model is used to simulate pile groups in soft clay, capturing soil stress dependency. Trends are formulated into equations to predict gg. The new approach is evalu

Author

Ghcd Msdf

Language

EN