AbstractIn this paper, localized deformation in partially saturated sand was investigated quantitatively using microfocus X-ray computed tomography (CT) and an image analysis of the CT images. Triaxial compression tests on a partially saturated dense Toyoura sand specimen were carried out under a low confining pressure and under drained conditions for both air and water. The development of localized deformation was observed macroscopically using microfocus X-ray CT, and the displacement field over the entire specimen was quantified by an image analysis of the CT images with the digital image correlation (DIC) technique. The progressive development of shear bands is discussed with reference to these images. In addition, the region of localiz...
The paper presents selected results from an experimental testing program recently performed at the E...
AbstractThe objective of this paper is to obtain displacements in sand in three dimensions under tri...
A set of triaxial compression tests on specimens of argillaceous rock were performed under tomograph...
AbstractIn this paper, localized deformation in partially saturated sand was investigated quantitati...
International audienceThe objective of this work was to observe and quantify the onset and evolution...
Understanding the mechanisms of deformation and failure of soils is essential in geotechnical engine...
This paper explores the micro characteristics of unsaturated sand in triaxial shearing by using X-ra...
AbstractUnderstanding the mechanisms of deformation and failure of soils is essential in geotechnica...
AbstractThe response of granular soil upon cyclic loading and its many practical implications have b...
ABSTRACT: The paper presents selected results from an experimental testing program recently performe...
International audienceThe objective of this paper is to obtain displacements in sand in three dimens...
The objective of this study is to quantitatively evaluate the soil structure behavior when under she...
Strain localisation plays a key role in the deformation of granular materials. Such localisation inv...
The paper presents selected results from an experimental testing program recently performed at the E...
AbstractThe objective of this paper is to obtain displacements in sand in three dimensions under tri...
A set of triaxial compression tests on specimens of argillaceous rock were performed under tomograph...
AbstractIn this paper, localized deformation in partially saturated sand was investigated quantitati...
International audienceThe objective of this work was to observe and quantify the onset and evolution...
Understanding the mechanisms of deformation and failure of soils is essential in geotechnical engine...
This paper explores the micro characteristics of unsaturated sand in triaxial shearing by using X-ra...
AbstractUnderstanding the mechanisms of deformation and failure of soils is essential in geotechnica...
AbstractThe response of granular soil upon cyclic loading and its many practical implications have b...
ABSTRACT: The paper presents selected results from an experimental testing program recently performe...
International audienceThe objective of this paper is to obtain displacements in sand in three dimens...
The objective of this study is to quantitatively evaluate the soil structure behavior when under she...
Strain localisation plays a key role in the deformation of granular materials. Such localisation inv...
The paper presents selected results from an experimental testing program recently performed at the E...
AbstractThe objective of this paper is to obtain displacements in sand in three dimensions under tri...
A set of triaxial compression tests on specimens of argillaceous rock were performed under tomograph...