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Soil mechanics for unsaturated soils

Auteur : D G Fredlund; H Rahardjo
Éditeur: New York : Wiley, ©1993.
Édition/format:   Livre imprimé : AnglaisVoir toutes les éditions et tous les formats
Base de données:WorldCat
Résumé:
The principles and concepts for unsaturated soils are developed as extensions of saturated soils. Addresses problems where soils have a matric suction or where pore-water pressure is negative. Covers theory, measurement and use of the fundamental properties of unsaturated soils--permeability, shear strength and volume change. Includes a significant amount of case studies.
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Détails

Format – détails additionnels: Online version:
Fredlund, D.G. (Delwyn G.), 1940-
Soil mechanics for unsaturated soils.
New York : Wiley, ©1993
(OCoLC)624326633
Type d’ouvrage: Ressource Internet
Type de document: Livre, Ressource Internet
Tous les auteurs / collaborateurs: D G Fredlund; H Rahardjo
ISBN: 047185008X 9780471850083
Numéro OCLC: 26543184
Notes: "A Wiley-Interscience publication."
Description: xxiv, 517 pages : illustrations, maps ; 29 cm
Contenu: Phase properties and relations --
Stress state variables --
Measurements of soil suction --
Flow laws --
Measurement of permeability --
Steady-state flow --
Pore pressure parameters --
Shear strength theory --
Measurement of shear strength parameters --
Plastic and limit equilibrium --
Volume change theory --
Measurements of volume change indices --
Volume change predictions --
One-dimensional consolidation and swelling --
Two- and three-dimensional unsteady-state flow and nonisothermal analyses.
Responsabilité: D.G. Fredlund, H. Rahardjo.
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Résumé:

The principles and concepts for unsaturated soils are developed as extensions of saturated soils. Addresses problems where soils have a matric suction or where pore-water pressure is negative. Covers  Lire la suite...

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-I expect that -Unsaturated Soil Mechanics in Engineering Practice- will remain an essential reference for educators, researchers and practitioners for a long time to come.- (Geotechnical News, 1 Lire la suite...

 
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Données liées


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