A constitutive model based on the multilaminate framework has been implemented into a
finite element program to investigate the effect of soil structure on the ground response to …

Résumé L'objectif principal de ce travail se veut une contribution à la programmation des
lois rhéologiques et de leur implémentation sur des codes de calcul dynamiques tel que …

Numerous earth fill water-retaining dams in power generating stations that were constructed
in the 1950's are still in active service today. Despite satisfactory performance for over fifty …

This paper presents results from comparative numerical analyses for an experimental study
performed to investigate the soil behaviour for airfield pavement design in Bihać, Bosnia and …

In many cases geotechnical calculations are made with linear or non-linear elastoplastic soil
models. The most common case in which these types of soil models are not sophisticated …

Due to the complex characteristics of tunneling problems, tunneling engmeenng IS perhaps
one of the areas in which numerical methods are more frequently adopted in practice. One …

Résumé L'objectif principal de ce travail est une contribution à la programmation des lois
rhéologiques et de leur implémentation sur des codes de calcul dynamiques tel que PLAXIS …

ساختن خاکریز روی خاک‌های آلی و سست به دلیل فشردگی پذیری زیاد و مقاومت برشی کم با
دشواری‌هایی مانند نشست زیاد، تغییر شکل های بلند مدت و ناپایداری خاکریز روبرو است. امروزه …‎

Construction the embankment on the soft soils leads to problems such as long term
deformations and embankment stability due to high compressibility and low shear strength …

L'objectif principal de ce travail se veut une contribution à la programmation des lois
rhéologiques et de leur implémentation sur des codes de calcul dynamiques tel que PLAXIS …