Evaluation of damage induced by lateral spread to roadways and bridges in Salt Lake County

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Publication Type thesis
School or College College of Engineering
Department Civil & Environmental Engineering
Author Moriarty, Matthew David
Title Evaluation of damage induced by lateral spread to roadways and bridges in Salt Lake County
Date 2014-12
Description Many areas within Salt Lake County, Utah are susceptible to liquefaction-induced ground failure resulting from a moderate to large, nearby seismic event. This susceptibility, in combination with the general terrain of the county, is expected to produce liquefaction-induced lateral spread ground deformation in many locations during such an event. Although lateral spread deformation is generally not life threatening, it can be very damaging to transportation infrastructure, especially bridges at river crossings. This type of damage from prior earthquakes has been very costly, both in terms of required repairs and the interruption it causes to traffic and the corresponding economic losses. This thesis develops a relatively simple methodology to estimate potential damage caused by lateral spread ground deformation to roadways and bridges located in Salt Lake County, Utah. This is done using mapped estimates of lateral spread displacement in conjunction with recently published lateral spread fragility curves. Such curves can be used to predict the damage states (i.e., condition) based on the estimates of lateral spread for mapped hazard zones. The results of this study, when used in conjunction with traffic modeling methods, will be useful to public officials and planners to prepare for the impacts of required repairs and the interruption it causes to traffic and the corresponding economic losses. This thesis develops a relatively simple methodology to estimate potential damage caused by lateral spread ground deformation to roadways and bridges located in Salt Lake County, Utah. This is done using mapped estimates of lateral spread displacement in conjunction with recently published lateral spread fragility curves. Such curves can be used to predict the damage states (i.e., condition) based on the estimates of lateral spread for mapped hazard zones. The results of this study, when used in conjunction with traffic modeling methods, will be useful to public officials and planners to prepare for the impacts of future seismic events along the Wasatch Fault in the Salt Lake Valley, Utah.
Type Text
Publisher University of Utah
Subject Bridge; Lateral spread; Liquefaction; Geophysics; Civil engineering
Dissertation Institution University of Utah
Dissertation Name Master of Science
Language eng
Rights Management (c) Matthew David Moriarty
Format Medium application/pdf
Format Extent 5,484,265 bytes
Identifier etd3/id/3379
ARK ark:/87278/s6ht5xjp
Setname ir_etd
ID 196943
Reference URL https://collections.lib.utah.edu/ark:/87278/s6ht5xjp
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