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Synopsis
The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials.
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À propos de l'auteur
Associate Professor, Department of Civil Engineering, Jamia Millia Islamia, New Delhi, India, got his PhD from the IIT Delhi, India in the area of Rockfill Materials, visited number of rockfill dam sites in Northern India before and after their commissioning during this work and has done extensive laboratory testing on rockfill materials.
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Constitutive Modeling of Rockfill Materials
Edité par
LAP LAMBERT Academic Publishing Feb 2011, 2011
ISBN 10 : 3844306439
ISBN 13 : 9783844306439
Neuf
Taschenbuch
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials. 148 pp. Englisch. N° de réf. du vendeur 9783844306439
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Constitutive Modeling of Rockfill Materials
Edité par
LAP LAMBERT Academic Publishing, 2011
ISBN 10 : 3844306439
ISBN 13 : 9783844306439
Neuf
Couverture souple
Vendeur : moluna, Greven, Allemagne
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Abbas Syed MohdAssociate Professor, Department of Civil Engineering, Jamia Millia Islamia, New Delhi, India, got his PhD from the IIT Delhi, India in the area of Rockfill Materials, visited number of rockfill dam sites in Northern In. N° de réf. du vendeur 5471132
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Constitutive Modeling of Rockfill Materials
Edité par
LAP LAMBERT Academic Publishing Feb 2011, 2011
ISBN 10 : 3844306439
ISBN 13 : 9783844306439
Neuf
Taschenbuch
Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 148 pp. Englisch. N° de réf. du vendeur 9783844306439
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Constitutive Modeling of Rockfill Materials : Based on Index Properties
Edité par
LAP LAMBERT Academic Publishing, 2011
ISBN 10 : 3844306439
ISBN 13 : 9783844306439
Neuf
Taschenbuch
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials. N° de réf. du vendeur 9783844306439
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Constitutive Modeling of Rockfill Materials | Based on Index Properties
Edité par
LAP LAMBERT Academic Publishing, 2011
ISBN 10 : 3844306439
ISBN 13 : 9783844306439
Neuf
Taschenbuch
Vendeur : preigu, Osnabrück, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Taschenbuch. Etat : Neu. Constitutive Modeling of Rockfill Materials | Based on Index Properties | Syed Mohd Abbas | Taschenbuch | 148 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783844306439 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 107107152
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