Location

St. Louis, Missouri

Session Start Date

4-26-1981

Session End Date

5-3-1981

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

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

First Conference

Publisher

University of Missouri--Rolla

Publication Date

4-26-1981

Document Version

Final Version

Rights

© 1981 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Apr 26th, 12:00 AM May 3rd, 12:00 AM

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.