INTERACTION BETWEEN A SLIDE-PRONE SOIL AND PILES WITH CONSIDERATION OF THE CONFIGURATION OF THE RETAINING STRUCTURE

摘要

A computational scheme is proposed for interaction between a slide-prone soil and the piles of single- and two-row retaining structures by the finite-element method. Relationships of the limiting creep pressures on piles situated in a single row and also analysis of the stress-strain state (SSS) of the slide-prone soil on interacting with the piles of two-row retaining structures are presented. A procedure is proposed for analysis of anti-slide pile structures with allowance for their conjiguration.