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Soil dynamics and liquefaction /

Despite advances in the field of geotechnical earthquake engineering, earthquakes continue to cause loss of life and property in one part of the world or another. The Third International Conference on Soil Dynamics and Earthquake Engineering, Princeton University, Princeton, New Jersey, USA, 22nd to...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: International Conference on Soil Dynamics and Earthquake Engineering
Otros Autores: Cakmak, A. S.
Formato: Electrónico Congresos, conferencias eBook
Idioma:Inglés
Publicado: Amsterdam ; New York : Southampton ; Boston : Elsevier ; Computational Mechanics Publications, 1987.
Colección:Developments in geotechnical engineering ; 42.
Temas:
Acceso en línea:Texto completo
Texto completo

MARC

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245 0 0 |a Soil dynamics and liquefaction /  |c edited by A.S. Cakmak. 
260 |a Amsterdam ;  |a New York :  |b Elsevier ;  |a Southampton ;  |a Boston :  |b Computational Mechanics Publications,  |c 1987. 
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490 1 |a Developments in geotechnical engineering ;  |v 42 
500 |a Papers selected from those presented at the 3rd International Conference on Soil Dynamics and Earthquake Engineering, held at Princeton University, Princeton, N.J., USA, June 22-24, 1987. 
504 |a Includes bibliographical references. 
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520 |a Despite advances in the field of geotechnical earthquake engineering, earthquakes continue to cause loss of life and property in one part of the world or another. The Third International Conference on Soil Dynamics and Earthquake Engineering, Princeton University, Princeton, New Jersey, USA, 22nd to 24th June 1987, provided an opportunity for participants from all over the world to share their expertise to enhance the role of mechanics and other disciplines as they relate to earthquake engineering. The edited proceedings of the conference are published in four volumes. This volume covers: Constitutive Relations in Soil Dynamics, Liquefaction of Soils, and Experimental Soil Dynamics. With its companion volumes, it is hoped that it will contribute to the further development of techniques, methods and innovative approaches in soil dynamics and earthquake engineering. 
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