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Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert


Abstract Laterally-loaded short rigid drilled shaft foundations are the primary foundation used within the electric power transmission line industry. Performance of these laterally loaded foundations is dependent on modulus of the subsurface, which is directly measured by the Pressuremeter (PMT). The PMT test provides the lateral shear modulus at intermediate strains, an equivalent elastic modulus for lateral loading, which mimics the reaction of transmission line foundations within the elastic range of motion. The PMT test, however, is expensive to conduct and rarely performed. Correlations of PMT to blow counts and other index properties have been developed but these correlations have high variability and may result in unconservative foundation de... (more)
Created Date 2018
Contributor Evans, Ashley Elizabeth (Author) / Houston, Sandra (Advisor) / Zapata, Claudia (Advisor) / van Paassen, Leon (Committee member) / Arizona State University (Publisher)
Subject Civil engineering / degradation factor / pressuremeter modulus / shear wave velocity / unsaturated soil mechanics
Type Doctoral Dissertation
Extent 227 pages
Language English
Copyright
Note Doctoral Dissertation Civil, Environmental and Sustainable Engineering 2018
Collaborating Institutions Graduate College / ASU Library
Additional Formats MODS / OAI Dublin Core / RIS


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Description Dissertation/Thesis