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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67, Issue 2, May 2008
  4. Coupled HM effects in a crystalline rock mass due to glaciation: indicative results from groundwater flow regimes and stresses from an FEM study
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67, Issue 4, November 2008
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67, Issue 3, August 2008
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67, Issue 2, May 2008
Characterization of cemented paste backfill pore structure using SEM and IA analysis
Correlation between natural slope angle and rock mass strength rating in the Betic Cordillera, Granada, Spain
Engineering geology and future stability of the El Risco landslide, NW-Gran Canaria, Spain
Model test study of land subsidence caused by high-rise building group in Shanghai
Relationship between cleavage orientation, uniaxial compressive strength and Young’s modulus for slates in NW Spain
Coupled HM effects in a crystalline rock mass due to glaciation: indicative results from groundwater flow regimes and stresses from an FEM study
Fracture properties of marble–mortar compounds
Study of the behaviour of schist grains under crushing
Determination of the thermal conductivity from physico-mechanical properties
Design of large cuttings in jointed rock
Determination of mechanical properties of rocks using simple methods
Comparison of three Tunisian clayey soils for containing acid waste
Flood and gully erosion problems at the Pasir open pit coal mine, Indonesia: a case study of the hydrology using GIS
The Athens–Corinth highway and railway crossing a tectonically active area in Greece
Hydrogeochemistry along the flow path of a confined aquifer, Düzce plain, north western Turkey
Determination of physical properties of carbonate rocks from P-wave velocity
Discussion on the paper entitled “Mechanical and physical properties of the Kandira stone, Kandira, Turkey” by Arman et al. Bull Eng Geol Environ (DOI 10.1007/s10064-006-0082-x)
Reply to Gokceoglu’s Discussion (DOI 10.1007/s10064-008-0132-7) on Arman et al. (2007) Mechanical and physical properties of the Kandira stone, Kandira, Turkey. Bull Eng Geol Environ 66(3):331–333
Discussion on the paper entitled “Mechanical and physical properties of the Kandira stone, Kandira, Turkey” by Arman et al., Bull Eng Geol Environ (DOI 10.1007/s10064-006-0082-x)
Reply to Yilmaz’s Discussion (DOI 10.1007/s10064-008-0133-6) on Arman et al. (2007) Mechanical and physical properties of the Kandira stone, Kandira, Turkey. Bull Eng Geol Environ 66(3):331–333
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67, Issue 1, February 2008
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Coupled HM effects in a crystalline rock mass due to glaciation: indicative results from groundwater flow regimes and stresses from an FEM study

Content Provider Springer Nature Link
Author Vidstrand, Patrik Wallroth, Thomas Ericsson, Lars O.
Copyright Year 2008
Abstract This paper highlights certain aspects of glacial impact on groundwater flow and rock mechanics, of particular interest in future scenarios for the geological disposal of nuclear waste. The investigation took the form of a generic exercise based on conditions at the underground research facility in Whiteshell, Canada. The site scale model domain boundaries were set up based on a number of major deformation zones. The surface boundary conditions comprised a transient ice sheet load and related hydraulic heads, generated by meltwater. It has thus been possible to compare glacial impact in relation to present-day climatological conditions. The main issues in the investigation were to evaluate the groundwater flow regime and the pre-requisites for underground jacking as well as shearing according to the prescribed geoscientific properties of a benchmark protocol. Special attention has been devoted to a solution to the hydromechanical (HM) problem (1) with or without process coupling, (2) with or without a transient approach, and (3) considering a two- or three-dimensional mode. The study underlines the need for transient analyses in 3D of these coupled phenomena.L’article met en lumière certains aspects d’un impact glaciaire sur l’écoulement des eaux souterraines et le comportement mécanique des roches, avec un intérêt particulier pour l’étude de scénarios relatifs au stockage de déchets radioactifs en formations géologiques. La recherche a pris la forme d’un exercice générique basé sur les conditions du laboratoire souterrain de Whiteshell, au Canada. Les conditions aux limites du modèle ont pris en compte les différentes zones de déformation majeure du site. Les conditions aux limites de surface considèrent le chargement transitoire d’une calotte glaciaire et les charges hydrauliques correspondantes, générées par les eaux de fonte. Ainsi, il a été possible de comparer l’impact glaciaire avec les conditions climatiques actuelles. Les principaux thèmes de la recherche portaient sur l’évaluation du régime des eaux souterraines et les facteurs de prédisposition au claquage hydraulique et au cisaillement, suivant les propriétés géotechniques fournies par un protocole d’exercice normalisé. Une attention particulière a été portée sur une solution au problème hydromécanique (HM) (i) avec ou sans couplage des processus, (ii) avec ou sans approche transitoire et (iii) considérant une analyse à deux ou trois dimensions. L’étude souligne la nécessité de réaliser des analyses en mode transitoire, à trois dimensions, pour ces phénomènes couplés.
Starting Page 187
Ending Page 197
Page Count 11
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 67
Issue Number 2
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2008-03-21
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Stockage géologique Déchets nucléaires Impact glaciaire Protocole d’exercice normalisé Régime des eaux souterraines Phénomènes hydromécaniques couplés Nature Conservation Geoecology/Natural Processes Structural Foundations, Hydraulic Engineering Applied Geosciences
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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