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Prepared by the Technical Council on Lifeline Earthquake Engineering of ASCE. This TCLEE Monograph details the effects of the Nisqually, Washington, earthquake of February 28, 2001. Despite the magnitude of this 6.8 earthquake, only moderate damage was reported on older structures, and minimal damage was reported on newer engineered buildings. Although catastrophic damage did not occur, investigators did find some significant damage to the lifeline infrastructure, particularly roads, bridges, and the Sea-Tac airport control tower. Topics include geoscience and geotechnical aspects, highway systems, power systems, water supply, wastewater, railways, gas and liquid fuels, communications, airports, marine facilities, fire department response, and hazardous materials.
This book presents comprehensive hazard analysis methods for seismic soil liquefaction, providing an update on soil liquefaction by systematically reviewing the phenomenon’s occurrence since the beginning of this century. It also puts forward a range of advanced research methods including in-situ tests, laboratory studies, physical model tests, numerical simulation, and performance-based assessment. Recent seismic liquefaction-related damage to soils and foundations demonstrate the increasing need for the comprehensive hazard analysis of seismic soil liquefaction in order to mitigate this damage and protect human lives. As such the book addresses the comprehensive hazard analysis of seismic soil liquefaction, including factors such as macroscopic characteristics, evaluating the liquefaction potential, dynamic characteristics and deformation processes, providing reliable evaluation results for liquefaction potential and deformation in the context of risk assessment. “p>
The College of Engineering at the University of Washington presents a clearinghouse of information about the Nisqually earthquake that occurred on February 28, 2001, with a hypocenter near Olympia, Washington. The college includes seismological data, reconnaissance reports, geotechnical and structural information.