In this paper a new anisotropic model for time-dependent behaviour of soft soils is
presented. The formulation is based on a previously developed isotropic creep model …

Mainly, two divisions are encountered in the literature regarding constitutive models: elasto‐
plasticity and hypoplasticity. In addition, barodesy and the framework of generalized …

This paper presents a novel, exact, semi-analytical solution for the quasi-static undrained
expansion of a cylindrical cavity in soft soils with fabric anisotropy and structure. The …

The paper studies the seismic behaviour of an existing homogeneous earth dam using a
fully coupled finite-element effective stress approach in conjunction with a recently …

Volume changes of natural and compacted soils induced by changes in their water content
have many practical implications in the service life of earth dams, river and canal …

A new constitutive model for soft structured clays is developed based on an existing model
called S‐CLAY1S, which is a Cam clay type model that accounts for anisotropy and …

This paper reports the results of a numerical investigation of the behavior of a natural soft
clay deposit under the installation of a case study pile. The case study problem included …

The scope of this paper is the analysis of full-height bridge abutments on pile foundations,
installed through soft soils, with a commercially available finite element software and soil …

The Serapeum Temple and the ancient annex library in Alexandria, Egypt from the Greek–
Roman era, represent cultural heritage of outstanding universal values. They suffer …

One method straightforwardly describing the creep degradation behavior of soft marine clay
is proposed and applied to the embankment modeling. Based on the experimental …