Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan

Author:

Mase Lindung Zalbuin,Tanapalungkorn Weeradetch,Likitlersuang Suched,Ueda Kyohei,Tobita Tetsuo

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference84 articles.

1. Summary of the ASK14 ground motion relation for active crustal regions;Abrahamson;Earthq. Spectra,2014

2. Amirzehni, E., Taiebat, M., Finn, W.L., DeVall, R.H., 2015. Ground motion scaling/matching for nonlinear dynamic analysis of basement walls. In: Proc of the 11th Canadian Conference on Earthquake Engineering, British Columbia, Canada. 21–24 July.

3. Guide for shear-wave-based liquefaction potential evaluation;Andrus;Earthq. Spectra,2004

4. Numerical investigations on liquefaction potential of saturated silty sands;Bastola;Soil Dyn. Earthq. Eng.,2021

5. Benjamin, J.R., Associates, 1988. A criterion for determining exceedance of the Operating Basis Earthquake. EPRI Report NP-5930. Electric Power Research Institute, Palo Alto, CA.

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