On the estimate of seismically induced pore-water pressure increments before liquefaction
Author:
Affiliation:
1. Department of Civil, Construction-Architectural and Environmental Engineering, University of L'Aquila, L'Aquila, Italy.
2. Department of Civil, Architectural and Environmental Engineering, Federico II University, Naples, Italy.
Abstract
Publisher
Thomas Telford Ltd.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgele.19.00032
Reference26 articles.
1. Boulanger, R. W. & Idriss, I. M. (2014). CPT and SPT based liquefaction triggering procedures, Report number UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California at Davis, Davis, CA, USA.
2. Chiaradonna, A. (2016). Development and assessment of a numerical model per non-linear coupled analysis on seismic response of liquefiable soils. Dissertation, University of Napoli ‘Federico II’, Naples, Italy.
3. A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions
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3. A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils;Bulletin of Earthquake Engineering;2020-10-06
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