Condizione: As New. Unread book in perfect condition.
Condizione: New.
Da: GreatBookPricesUK, Woodford Green, Regno Unito
EUR 148,55
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Aggiungi al carrelloCondizione: As New. Unread book in perfect condition.
Da: GreatBookPricesUK, Woodford Green, Regno Unito
EUR 149,51
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Aggiungi al carrelloCondizione: New.
Da: THE SAINT BOOKSTORE, Southport, Regno Unito
EUR 149,52
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Aggiungi al carrelloHardback. Condizione: New. New copy - Usually dispatched within 4 working days.
Da: Books Puddle, New York, NY, U.S.A.
Condizione: New. pp. xvi + 136 1st Edition.
Da: Biblios, Frankfurt am main, HESSE, Germania
EUR 172,82
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Aggiungi al carrelloCondizione: New. pp. xvi + 136.
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Aggiungi al carrelloGebunden. Condizione: New. Hajime Matsuoka is Professor of Civil Engineering at the Nagoya Institute of Technology in Japan and the author of a number of books. His research interests include Earth Reinforcement and Vibration Reduction by Soilbags, in-situ Direct .
Lingua: Inglese
Editore: Taylor & Francis Ltd Mär 2006, 2006
ISBN 10: 0415395046 ISBN 13: 9780415395045
Da: AHA-BUCH GmbH, Einbeck, Germania
EUR 181,72
Quantità: 2 disponibili
Aggiungi al carrelloBuch. Condizione: Neu. Neuware - The Cam-clay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. Integrating the Cam-clay model with the SMP criterion and extending it to sand and other geomaterials is a fundamental task in geotechnical engineering. This book introduces the SMP criterion, the integration of the SMP criterion with the Cam-clay model, and the application of the SMP criterion to the general elastoplastic constitutive models for geomaterials. In addition to the theoretical development of constitutive models, the book contains high-quality experimental data obtained from conventional and true triaxial tests on various soils.
Da: Majestic Books, Hounslow, Regno Unito
EUR 155,45
Quantità: 3 disponibili
Aggiungi al carrelloCondizione: New. pp. xvi + 136 Illus. This item is printed on demand.