Completed
Earthquake-induced soil liquefaction, often described as the phenomena of seismic generation of excess porewater pressures and consequent softening of granular soils, is a leading cause of earthquake damage worldwide. Accurate assessments of where liquefaction is likely and of what the consequences of liquefaction may be are essential.
Assessment methods exist, but methods to assess the potential for liquefaction triggering are more mature than are those to predict liquefaction consequences. This report evaluates these various methods, focusing on those developed within the past 20 years.
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Consensus
ยท2021
Earthquake-induced soil liquefaction (liquefaction) is a leading cause of earthquake damage worldwide. Liquefaction is often described in the literature as the phenomena of seismic generation of excess porewater pressures and consequent softening of granular soils. Many regions in the United States...
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Description
An ad hoc committee of the National Research Council will solicit input from the technical community and critically examine the technical issues regarding liquefaction hazard evaluation and consequence assessment. The study will assess and evaluate
- Sufficiency, quality, and uncertainties associated with laboratory and in situ field tests, case histories, and physical model tests to develop and assess methods for determining liquefaction triggering, and the resulting loss of soil strength and its consequences;
- Methods to conduct and analyze laboratory and physical model testing and to collect and analyze field case history data to determine the triggering of liquefaction, and post-liquefaction soil behavior (e.g. strength loss, dilation, and hardening);
- Adequacy and accuracy of empirical and mechanistic methods to evaluate liquefaction triggering and post-liquefaction deformations of earth structures and structures founded on or in the earth, such as large embankment dams, levees, dikes, pipelines, highway embankments, bridges, pile-supported decks, and other structural foundations. Effects at large depths and high static shear stresses on liquefaction triggering and post-earthquake shear strength will be among those addressed.
The study will focus on developments since the 1996 National Center for Earthquake Engineering Research (NCEER) and the1998 National Science Foundation/NCEER workshops on liquefaction issues and consider data including those related to soil properties, site characterization, ground motions, and observations and measurements of soil response (e.g., post liquefaction deformations). Inherent characteristics associated with the data (e.g., uneven distribution, scarcity, uncertainty) will be investigated. The study will include a workshop on data gathering, vetting of field and laboratory data, and new developments in the assessment of earthquake induced soil liquefaction. The final report will assess the state-of-the-art and practice for liquefaction analyses and will address future directions for research and practice related to (i) collecting, reporting, and assessing the sufficiency and quality of field case history observations as well as in situ field, laboratory, and model test data; (ii) addressing the spatial variability and uncertainty of these data; and (iii) and developing more accurate tools for assessingliquefaction triggering and its consequences.
Collaborators
Committee
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Committee Membership Roster Comments
Added James K. Mitchell as a member on January 6, 2014.
Sponsors
American Society of Civil Engineers
Department of Interior
Department of Transportation
Port of Long Beach
Port of Los Angeles
The Los Angeles Department of Water and Power
U.S. Nuclear Regulatory Commission
Staff
Sammantha Magsino
Lead
Major units and sub-units
Division on Earth and Life Studies
Lead
Board on Earth Sciences and Resources
Lead