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The document discusses various methods for interpreting pressuremeter tests to determine the undrained shear strength of cohesive soils. It compares empirical methods proposed by Ménard (1957) and Amar and Jezequel (1972), a numerical method called "Pressident" that uses constitutive models, and a method developed by Bahar and Olivari using the generalized Prager model. The document presents the results of pressuremeter tests conducted on clay sites in Algeria and analyzes the tests using the different inte

Author

Jean Daly

Language

EN