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This document summarizes a paper that compares different methods for assessing undrained shear strength of cohesive soils from pressuremeter tests. The paper analyzes pressuremeter tests conducted on clays in Algeria using four methods: 1) empirical correlations proposed by Ménard (1957) and Amar and Jezequel (1972) relating limit pressure to undrained shear strength, 2) a numerical program called "Pressident" that models soil behavior, 3) a method by Bahar and Olivari using a generalized Prager model and V

Author

vinhaas

Language

EN