The paper examines some aspects of the hydromechanical behaviour of argillaceous hard soils and weak rocks. After considering the wide variety of this class of materials, some common behaviour features are sought concerning compressibility, structure development, uplift and swelling, microfabric, anisotropy, effects of discontinuities and hydraulic properties. Those features are examined in the context of appropriate behaviour frameworks developed for this type of materials. Two themes are then selected for special consideration: brittleness and progressive failure and the response of argillaceous weak rocks to deep underground excavations. For the second topic, particular attention is given to field results obtained in deep underground lab...
Artificially hydrophobised soil has been recently considered as an alternative engineering material ...
The paper addresses the issue of the description of the coupled thermo-hydro-mechanical behaviour of...
Fractures, from vertical joints to micro-scale slickensides, are common in many muds and mudstones. ...
The subject of this contribution is the hydromechanical behaviour of stiff clays and mudstones, i.e....
The paper presents selected results from a hydromechanical analysis of an excavation at great depth ...
The aim of the geomechanical research program for underground radioactive waste disposal is double: ...
The long-term management of high-level nuclear wastes is envisaged by deep geological repository. In...
Sedimentary rocks are characterized with very low permeability (in the order of 10-22 m2), low diffu...
The paper analyses the response of argillaceous formations to the excavation of deep tunnels, focusi...
In order to fulfill its mission of research and expertise about deep nuclear waste disposals, the Fr...
The Canadian Nuclear Safety Commission (CNSC), Canada's nuclear regulator, conducts regulatory resea...
This paper presents the results of an experimental programme aimed at evaluating the degradation phe...
In a companion paper, basic differences between the hydro-mechanical behaviour of plastic and stiff ...
The paper presents a constitutive model for argillaceous rocks, developed within the framework of el...
Introduction: When fine grained natural sediments or artificially produced waste materials are trans...
Artificially hydrophobised soil has been recently considered as an alternative engineering material ...
The paper addresses the issue of the description of the coupled thermo-hydro-mechanical behaviour of...
Fractures, from vertical joints to micro-scale slickensides, are common in many muds and mudstones. ...
The subject of this contribution is the hydromechanical behaviour of stiff clays and mudstones, i.e....
The paper presents selected results from a hydromechanical analysis of an excavation at great depth ...
The aim of the geomechanical research program for underground radioactive waste disposal is double: ...
The long-term management of high-level nuclear wastes is envisaged by deep geological repository. In...
Sedimentary rocks are characterized with very low permeability (in the order of 10-22 m2), low diffu...
The paper analyses the response of argillaceous formations to the excavation of deep tunnels, focusi...
In order to fulfill its mission of research and expertise about deep nuclear waste disposals, the Fr...
The Canadian Nuclear Safety Commission (CNSC), Canada's nuclear regulator, conducts regulatory resea...
This paper presents the results of an experimental programme aimed at evaluating the degradation phe...
In a companion paper, basic differences between the hydro-mechanical behaviour of plastic and stiff ...
The paper presents a constitutive model for argillaceous rocks, developed within the framework of el...
Introduction: When fine grained natural sediments or artificially produced waste materials are trans...
Artificially hydrophobised soil has been recently considered as an alternative engineering material ...
The paper addresses the issue of the description of the coupled thermo-hydro-mechanical behaviour of...
Fractures, from vertical joints to micro-scale slickensides, are common in many muds and mudstones. ...