Report calls for improved methods to assess earthquake-caused soil liquefaction

0

WASHINGTON – Several strong earthquakes around the world have resulted in a phenomenon called soil liquefaction, the seismic generation of excess porewater pressures and softening of granular soils, often to the point that they may not be able to support the foundations of buildings and other infrastructure. The November 2016 earthquake in New Zealand, for example, resulted in liquefaction that caused serious damage to the Port of Wellington, which contributes approximately $1.75 billion to the country's annual GDP. An estimated 40 percent of the U.S. is subject to ground motions severe enough to cause liquefaction and associated damage to infrastructure.

Effectively engineering infrastructure to protect life and to mitigate the economic, environmental, and social impacts of liquefaction requires the ability to accurately assess the likelihood of liquefaction and its consequences. A new report by the National Academies of Sciences, Engineering, and Medicine evaluates existing field, laboratory, physical model, and analytical methods for assessing liquefaction and its consequences, and recommends how to account for and reduce the uncertainties associated with the use of these methods.

When liquefaction occurs, wet granular materials such as sands and some silts and gravels can behave in a manner similar to a liquid. The most commonly used approaches to estimate the likelihood of liquefaction are empirical case-history-based methods initially developed more than 45 years ago. Since then, variations to these methods have been suggested based not only on case historical data but also informed by laboratory and physical model tests and numerical analyses. Many of the variations are in use, but there is no consensus regarding their accuracy. As a result, infrastructure design often incurs additional costs to provide the desired confidence that the effects of liquefaction are properly mitigated.

The report evaluates existing methods for assessing the potential consequences of liquefaction, which are not as mature as those for assessing the likelihood of liquefaction occurring. Improved understanding of the consequences of liquefaction will become more important as earthquake engineering moves more toward performance-based design.

"The engineering community wrestles with the differences among the various approaches used to predict what triggers liquefaction and to forecast its consequences," said Edward Kavazanjian, Ira A. Fulton Professor of Geotechnical Engineering and Regents' Professor at Arizona State University and chair of the committee that conducted the study and wrote the report. "It's important for the geotechnical earthquake engineering community to consider new, more robust methods to assess the potential impacts of liquefaction."

The committee called for greater use of principles of geology, seismology, and soil mechanics to improve the geotechnical understanding of case histories, project sites, and the likelihood and consequences of liquefaction. The committee also emphasized the need for explicit consideration of the uncertainties associated with data used in assessments as well as the uncertainties in the assessment procedures.

The report recommends establishing standardized and publicly accessible databases of liquefaction case histories that could be used to develop and validate methods for assessing liquefaction and its consequences. Further, the committee suggested establishing observatories for gathering data before, during, and after an earthquake at sites with a high likelihood of liquefaction. This would allow better understanding of the processes of liquefaction and the characteristics and behavior of the soils that liquefied. Data from these sites could be used to develop and validate assessment procedures.

###

The study was sponsored by the Bureau of Reclamation, the Federal Highway Administration, the U.S. Nuclear Regulatory Commission, American Society of Civil Engineers and the ASCE's Geo-Institute, the Los Angeles Department of Water and Power, the Port of Long Beach, and the Port of Los Angeles. The National Academies of Sciences, Engineering, and Medicine are private, nonprofit institutions that provide independent, objective analysis and advice to the nation to solve complex problems and inform public policy decisions related to science, technology, and medicine. They operate under an 1863 congressional charter to the National Academy of Sciences, signed by President Lincoln. For more information, visit http://national-academies.org. A roster follows.

Contacts:

Riya V. Anandwala, Media Relations Officer
Rebecca Ray, Media Relations Assistant
Office of News and Public Information
202-334-2138; e-mail [email protected]
national-academies.org/newsroom
Follow us on Twitter @theNASEM

Copies of State of the Art and Practice in the Assessment of Earthquake-Induced Soil Liquefaction and Consequences are available at http://www.nap.edu or by calling 202-334-3313 or 1-800-624-6242. Reporters may obtain a copy from the Office of News and Public Information (contacts listed above).

THE NATIONAL ACADEMIES OF SCIENCES, ENGINEERING, AND MEDICINE

Division on Earth and Life Studies
Board on Earth Science and Resources

Committee on the State of the Art and Practice in Earthquake Induced Soil Liquefaction Assessment

Edward Kavazanjian Jr.1 (chair)
Regents Professor and Ira A. Fulton Professor of Geotechnical Engineering
School of Sustainable Engineering and the Built Environment
Arizona State University
Tempe

Jose E. Andrade
Professor of Civil and Mechanical Engineering
California Institute of Technology
Pasadena

Kandiah Arulmoli
President and Principal Engineer
Earth Mechanics Inc.
Fountain Valley, Calif.

Brian F. Atwater2
Geologist
U.S. Geological Survey, and
Affiliate Professor
Department of Earth and Space Sciences
University of Washington
Seattle

John T. Christian1
Consulting Engineer, and
Professor
Department of Environmental and Civil Engineering
University of Massachusetts, Lowell
Burlington

Russell Green
Professor of Civil and Environmental Engineering
Department of Civil and Environmental Engineering
Virginia Polytechnic Institute and State University
Blacksburg

Steven L. Kramer
Professor
Civil and Environmental Engineering
University of Washington
Seattle

Lelio Mejia
Principal Engineer and Vice President
AECOM
Oakland, CA

James Mitchell1,2
University Distinguished Professor Emeritus
Virginia Polytechnic Institute and State University
Blacksburg

Ellen Rathje
Associate Professor
Department of Civil, Architectural, and Environmental Engineering
University of Texas
Austin

James R. Rice1,2
Mallinckrodt Professor of Engineering Sciences and Geophysics
Department of Earth and Planetary Sciences and School of Engineering and Applied Sciences
Harvard University
Cambridge, Mass.

Yumei Wang
Geohazards Engineer
Oregon Department of Geology and Mineral Industry
Portland

STAFF

Sammantha L. Magsino
Study Director

1Member, National Academy of Engineering
2Member, National Academy of Sciences

Media Contact

Riya V. Anandwala
[email protected]
@theNASEM

http://www.nas.edu

Leave a Reply

%d bloggers like this: