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Induced Partial Saturation (IPS)
Liquefaction Mitigaion
NSF / NEESR Project


Liquefaction of Partially Saturated Sands


Seismic Evaluation of Artifacts


Bridges


Soil Isolation


Foundation Isolation


Geosynthetic Interfaces


Earthquake Reconnaissance and Investigations


Embankments, Earth Dams and Slopes


Seismic Hazard and Seismic Risk


Ground Vibrations and Soil Dynamics


Liquefaction



Liquefaction

Abstract:

A Seismic Hazard Analysis for earthquake-induced pore pressures in sands is proposed. The method employs a model for probabilistic prediction of excess pore pressures given the earthquake magnitude and its distance from a site. The model, when incorporated in conventional Seismic Hazard Analysis procedures using the computer, can provide estimates of annual probabilities of excess pore pressures exceeding specified values.
This paper presents both the model for probabilistically predicting excess pore pressures and the procedure for Seismic Hazard Analysis for pore pressures. In addition, discussions are included on the application of the Seismic Hazard Analysis in an Integrated Seismic Risk Analysis which provides estimates of overall risk associated with excess pore pressures generated in loose sands during earthquakes.

The research described here was funded by a grant from the National Science Foundation under Grant No. PFR-7823082.


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