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Two-dimensional dynamic pore pressure response in saturated granular materials - by George Michel Marj

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dc.contributor.author Marj, George Michel
dc.date.accessioned 2012-06-13T06:40:40Z
dc.date.available 2012-06-13T06:40:40Z
dc.date.issued 1988
dc.identifier.uri http://hdl.handle.net/10938/4441
dc.description Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering,1988.;"Advisor: Lutfi Raad , Associate Professor, Civil Engineering --- Members of Committee: Raja Iliya, Professor, Civil Engineering Muhamed Harajli, Assi
dc.description Bibliography: leaves 76-82.
dc.description.abstract The evaluation of pore pressure response in soils during earthquakes or other types of eye lie 1oading conditions has been given considerable attention in recent years. This report concentrates on presenting a comprehensive analysis of the liquefaction pr
dc.format.extent xv, 167 leaves : ill. cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003418 AUBNO
dc.subject.lcsh Pressure.
dc.subject.lcsh Granular materials.
dc.title Two-dimensional dynamic pore pressure response in saturated granular materials - by George Michel Marj
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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