Location
St. Louis, Missouri
Presentation Date
28 Apr 1981, 9:00 am - 12:30 pm
Abstract
A simple relationship between dynamic pore pressure increase, earthquake magnitude, epicentral distance, initial effective overburden stress, and SPT value is proposed. The model is based on the concept that pore pressure increase depends upon the density of seismic energy dissipated at the site.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1981 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Davis, R. O. and Berrill, J. B., "Assessment of Liquefaction Potential Based on Seismic Energy Dissipation" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 7.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session02/7
Included in
Assessment of Liquefaction Potential Based on Seismic Energy Dissipation
St. Louis, Missouri
A simple relationship between dynamic pore pressure increase, earthquake magnitude, epicentral distance, initial effective overburden stress, and SPT value is proposed. The model is based on the concept that pore pressure increase depends upon the density of seismic energy dissipated at the site.
