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The purpose of this paper is to present a simple, unified critical state constitutive model for
both clay and sand. The model, called CASM (Clay And Sand Model), is formulated in terms …

On présente une étude théorique sur le comportement du sol structuré. On formule un
nouveau modèle auquel on réfère comme le modèle Cam Clay structuré en introduisant …

With the growing recognition of the significance of accurate soil–structure interaction (SSI)
modeling in geotechnical earthquake engineering, particularly for shallow tunnels in soft …

This paper presents a generalized effective stress model for describing the rate-independent
behavior of normally to moderately overconsolidated clays (with OCRs less than 8) that …

Chapter 2 describes the approach used for basic plasticity theories, and Chapter 5 allows
these theories to be reformulated within a thermodynamically consistent framework …

Tunnels are classified as civil engineering infrastructure which serves various functions that
are primarily associated with transportation of vehicles and liquids. Their design and …

This paper describes the application of a finite-element analysis for modeling the top-down
construction of a seven-story, underground parking garage at Post Office Square in Boston …

The interpretation of in-situ geotechnical test data needs a unified approach so that soil
parameters are evaluated in a consistent and complementary manner with laboratory …

In this paper, the mechanical properties of cemented clay are studied. The theoretical
framework of the Structured Cam Clay (SCC) model is extended to describe the behaviour of …