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The Impact of Liquefaction on the Microstructure of Cohesionless Soils

Abstract The effect of earthquake-induced liquefaction on the local void ratio distribution of cohesionless soil is evaluated using x-ray computed tomography (CT) and an advanced image processing software package. Intact, relatively undisturbed specimens of cohesionless soil were recovered before and after liquefaction by freezing and coring soil deposits created by pluviation and by sedimentation through water. Pluviated soil deposits were liquefied in the small geotechnical centrifuge at the University of California at Davis shared-use National Science Foundation (NSF)-supported Network for Earthquake Engineering Simulation (NEES) facility. A soil deposit created by sedimentation through water was liquefied on a small shake table in the Arizona St... (more)
Created Date 2013
Contributor Gutierrez, Angel (Author) / Kavazanjian, Edward (Advisor) / Houston, Sandra (Committee member) / Zapata, Claudia (Committee member) / Arizona State University (Publisher)
Subject Civil engineering / Centrifuge / CT scan / liquefaction / microstructure
Type Masters Thesis
Extent 86 pages
Language English
Reuse Permissions All Rights Reserved
Note M.S. Civil and Environmental Engineering 2013
Collaborating Institutions Graduate College / ASU Library
Additional Formats MODS / OAI Dublin Core / RIS

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Description Dissertation/Thesis