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RISClosed-Form Solution for Cavity Expansion in Strain-Softening and Undrained Soil Mass Based on the Unified Strength Failure Criterion
Publisher: American Society of Civil Engineers
Simplified Approach for Settlement Analysis of Vertically Loaded Pile
Publisher: American Society of Civil Engineers
Abstract: This paper investigates a new and simplified nonlinear approach considering the softening effect of the soil–pile interface to predict the settlement of a single pile and a pile group. The approach adopts a nonlinear model ...