Experimental Study on Seismic Response Characteristics of Liquefiable Soil Layers
Author:
Affiliation:
1. Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran
2. School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2019.1568930
Reference44 articles.
1. Comparison of equivalent linear and nonlinear methods in seismic analysis of liquefiable site response due to near-fault incident waves: a case study
2. Centrifuge Modeling Studies of Site Response in Soft Clay over Wide Strain Range
3. Bouckovalas, G. and Tsiapas, Y. [2015] “Seismic isolation effects and elastic response spectra of liquefied ground,” in Proceedings from 6th International Conference on Earthquake Geotechnical Engineering, ed. M. Cubrinovski, (New Zealand Geotechnical Society, Wellington, New Zealand).
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