The main goal of this introductory text is to demonstrate how basic concepts in Soil Mechanics can be used as a forensic tool in the investigation of geotechnical failures. This, in turn, provides a good opportunity to show how to use available procedures in the formulation of useful simple models. Geotechnical failure is understood here in a broad sense as the failure of a structure to function properly due to a geotechnical reason. Some of the geotechnical failures selected are well known for their impact on the geotechnical community. Others are closer to the authors experience. They have been organized into three main topics: Settlement, Bearing Capacity and Excavations. They cover a significant proportion of every days activity of professional geotechnical engineers. No attempt has been made to create a comprehensive handbook of failures. Instead, the emphasis has been given to creative applications of simple mechanical concepts and well known principles and solutions of Soil Mechanics. The book shows how much can be learned from relatively simple approaches. Despite this emphasis on simplicity, the book provides a deep insight into the cases analyzed. A non-negligible number of new analytical closed-form solutions have also been found. Their derivation can be followed in detail. In all the cases described an effort was made to provide a detailed and step by step description of the hypothesis introduced and of the analysis performed.
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Product Details
Dimensions: 155 x 235mm
Publication Date: 17 Jun 2010
Publisher: Springer
Publication City/Country: Netherlands
Language: English
ISBN13: 9789048135301
About Alexander M. PuzrinEduardo E. AlonsoNúria M. Pinyol
Alexander M. Puzrin born in 1965 studied Structural Engineering at Moscow Institute of Civil Engineers (1982-1987) and Applied Mathematics at Moscow State University (1990). He received his Ph.D. in Geotechnical Engineering from the Technion - Israel Institute of Technology in 1997 where he joined the faculty. In 2002 he became a faculty at the Georgia Institute of Technology (USA). He has been Professor of Geotechnical Engineering at the ETH Zurich since 2004. Prof. Puzrin has been involved as an expert in geotechnical projects in Russia Israel and Switzerland. His expertise lies in progressive and catastrophic failure and constitutive modeling of geomaterials. He is the author of more than 60 papers. Awards: Technion Excellence in Teaching Award in 2001; ASCE (Student Chapter) Outstanding Faculty Award in 2003; ICE Bishop Medal in 2004.Eduardo E. Alonso born in 1947 got his degree in Civil Engineeering (Ingeniero de Caminos Canales y Puertos) in Madrid in June 1969. He got a PhD in Northwestern University in 1973. At present he is Professor of Geotechnical Engineering at the UPC in Barcelona. He is the author of more than 300 papers published in Proceedings of Conferences and learned journals. Professional activities include foundation problems deep excavations nuclear power plants slope stability breakwaters earthdams tunneling and underground waste disposal. Awards: Thomas Telford Medal (ICE) in 1994 and 2007; Crampton Prize (ICE) in 2006; J. Torán Prize in 1995; N. Monturiol medal in 2000; Second Coulomb lecturer in 2003 and Eleventh Buchanan Lecturer Texas A&M in 2003; Tenth Sowers Lecturer GeorgiaTech Atlanta in 2005. He is member of the Royal Academy of Engineering of Spain since 1995 and member of the Royal Academy of Sciences and Art of Barcelona since 2007.Núria M. Pinyol born in 1978 got her degree in Civil Engineering (Ingeniero de Caminos Canales y Puertos) in Barcelona in June 2004. At presentshe is a Researcher of the International Center for Numerical Methods in Engineering (CIMNE Barcelona). She has worked on the development of constitutive models for bonded expansive soils and in the analysis and modeling of the geotechnical behaviour of earth and rockfill dams. One of her papers (A review of Beliche dam) was awarded the Crampton Prize (ICE UK) in 2006. Her main research interests are: behavior of unsaturated soils expansive soils and rocks hard soils and soft rocks numerical analysis in Geomechanics dams slope stability and rapid slides.