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Geotechnical Engineering Research Study | Performance Evaluation and Numerical Modeling of Embankment over Cement Stabilized Soft Clay
Language: English
Published by VDM Verlag Dr. Müller, 2010
ISBN 10: 3639319095 ISBN 13: 9783639319095
Taschenbuch. Condition: Neu. Geotechnical Engineering Research Study | Performance Evaluation and Numerical Modeling of Embankment over Cement Stabilized Soft Clay | Ramy Saadeldin | Taschenbuch | Englisch | VDM Verlag Dr. Müller | EAN 9783639319095 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Geotechnical Engineering Research Study: Performance Evaluation and Numerical Modeling of Embankment over Cement Stabilized Soft Clay
Language: English
Published by VDM Verlag Dr. Müller, 2010
ISBN 10: 3639319095 ISBN 13: 9783639319095
Paperback. Condition: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.
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Geotechnical Engineering Research Study
Language: English
Published by VDM Verlag Dr. Müller, 2010
ISBN 10: 3639319095 ISBN 13: 9783639319095
Kartoniert / Broschiert. Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Saadeldin RamyRamy M. Saadeldin, Ph.D. Candidate: Research and Teaching assistant, Environmental Systems Engineering at University of Regina. I received B.Sc.and M.Sc.in civil engineering from Cairo University. My principal research .
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Geotechnical Engineering Research Study : Performance Evaluation and Numerical Modeling of Embankment over Cement Stabilized Soft Clay
Language: English
Published by VDM Verlag Dr. Müller, 2010
ISBN 10: 3639319095 ISBN 13: 9783639319095
Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This Geotechnical Engineering Research Study is prepared to cover the most recent design approaches of highway embankments over soft soils. We feel that there is a need for a more detailed study for advanced construction methods on chemically improved soils to avoid excessive failures of engineering facilities. Mass stabilization of soft clay by mixing with cement is a relatively new ground improvement method for soft clay soil layers. Soft clay generally have low strength. The reduction in strength and stiffness of soft clays causes bearing capacity failure and excessive settlement. These materials may also change chemically and biologically with time. Frequently, these clayey soils cause cracking and breaking up of pavements, railways, highway embankments, roadways. In Geotechnical Engineering, it is challenging to improve the Engineering characteristics of soil so that the stability and serviceability requirements can be met. This research Study focuses on evaluating the performance of road embankment constructed on cement stabilized soft clay.
