A Framework for Performance-Based Evaluation of Liquefaction Effects on Buildings
General Material Designation
[Thesis]
First Statement of Responsibility
Bullock, Zach
Subsequent Statement of Responsibility
Dashti, Shideh;Liel, Abbie B
.PUBLICATION, DISTRIBUTION, ETC
Name of Publisher, Distributor, etc.
University of Colorado at Boulder
Date of Publication, Distribution, etc.
2020
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
412
DISSERTATION (THESIS) NOTE
Dissertation or thesis details and type of degree
Ph.D.
Body granting the degree
University of Colorado at Boulder
Text preceding or following the note
2020
SUMMARY OR ABSTRACT
Text of Note
Liquefaction has caused significant damage to shallow-founded structures in various regions around the world. Current procedures for evaluating the risk of liquefaction-related damage to buildings are based on evaluating the liquefaction resistance of soils in free-field conditions. These procedures do not incorporate the properties of the foundation or structure, or the interaction of these properties with characteristics of the soil profile. These procedures also typically give only deterministic estimates of liquefaction consequences. As performance-based earthquake engineering methods become more commonly used, and in the face of challenges that involve high levels of uncertainty, probabilistic methods are becoming more important. This dissertation proposes probabilistic methods for estimating the settlement and tilt of shallow-founded structures on liquefiable ground.