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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 65
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65, Issue 1, March 2006
  4. A linear graphical method to predict the effect of compaction on the hydraulic conductivity of clay liners and covers
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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 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 65, Issue 4, December 2006
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65, Issue 3, August 2006
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65, Issue 2, May 2006
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65, Issue 1, March 2006
The Second Hans Cloos Lecture. Experience drawn from the great Ancona landslide of 1982
Ground anchors in an aggressive hydro-environment
Numerical analysis of stresses and displacements for the Tafjord slide, Norway
The effect of the pH of the testing liquid on the slake durability of gypsum
Relationship between microstructure and bowing properties of calcite marble claddings
Ground failures associated with the 2001 Central Kunlun earthquake: implications for the construction of the Qinghai–Tibet railway
A linear graphical method to predict the effect of compaction on the hydraulic conductivity of clay liners and covers
Assessing landslide hazard in GIS: a case study from Rasuwa, Nepal
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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A linear graphical method to predict the effect of compaction on the hydraulic conductivity of clay liners and covers

Content Provider Springer Nature Link
Author Chapuis, Robert P. Mbonimpa, Mamert Dagenais, Anne Marie Aubertin, Michel
Copyright Year 2005
Abstract It is proposed to present compaction relationships by plotting the inverse of the dry density versus the molding water content. In the proposed graph, the curves for equal degree of saturation become straight lines. The proposed new graph is shown to be very convenient to assess the saturated hydraulic conductivity, k sat, of non-swelling compacted clay, using a dual porosity model. The value of k sat depends on the secondary porosity between clay clods. The equation developed for equal k sat value appears also as a straight line in the proposed graph. It facilitates the prediction of k sat from field compaction data and thus the prediction of field performance of clay liners and covers.Pour présenter les relations de compactage, on propose de porter l’inverse de la masse volumique sèche versus la teneur en eau. Dans le graphe proposé, les courbes d’égal degré de saturation deviennent des droites. Le nouveau graphe proposé s’avère très utile pour évaluer la conductivité hydraulique saturée, k sat, d’une argile compactée non gonflante, à partir d’un modèle de double porosité. La valeur de k sat dépend de la porosité secondaire entre les mottes d’argile. L’équation d’iso valeurs de k sat développée apparaît aussi comme une droite dans le graphique proposé. Ceci facilite la prédiction de k sat à partir des données de compactage de chantier, et donc la prédiction de la performance en place des tapis et couvertures en argile.
Starting Page 93
Ending Page 98
Page Count 6
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 65
Issue Number 1
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2005-12-23
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Compactage Tapis d’argile Perméabilité Performance 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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