N Guo, J Zhao - Computers and Geotechnics, 2016 - Elsevier
A hierarchical multiscale modeling approach is used to investigate three-dimensional (3D) strain localization in granular media. Central to the multiscale approach is a hierarchical …
M Mozaffari, W Liu, M Ghafghazi - Canadian Geotechnical …, 2022 - cdnsciencepub.com
Drained triaxial compression tests on sand are common in geotechnical engineering due to their application in determining strength and critical state properties, and calibration of …
For evaluation of slope stability in materials displaying strain-softening behavior, knowledge concerning the failed state material response is of importance. Here, soft sensitive clay is …
Foundation scour can have a detrimental effect on the performance of bridge piers, inducing a significant reduction of the lateral capacity of the footing and accumulation of permanent …
S Muraro, C Jommi - Canadian Geotechnical Journal, 2019 - cdnsciencepub.com
Constitutive models for soils are developed and validated against laboratory tests assuming these give representative information on the true material behaviour. However, data from …
In most of the geotechnical problems there are several complexities which make the computational analysis of earth structures complicated. First, geomaterials usually fall into …
This is a review of the papers written by the author with co-researchers, which have been published in Soils & Foundations and related publications. The contents of the papers are …
S Muraro, C Jommi - Géotechnique, 2021 - icevirtuallibrary.com
Conventional triaxial tests on peats are strongly criticised due to the very high shear strength parameters obtained from standard data elaboration, leading to unrealistic factors of safety …
W Cui, X Wu, DM Potts, R Wei, H Jing… - Computers and …, 2024 - Elsevier
When modelling the phenomenon of strain localisation in strain-softening soils with the finite element (FE) method, nonlocal approaches have been commonly employed to avoid mesh …