Effect of top soil liquefaction potential on the seismic response of the embedded piles

Author:

El Fiky Noha E.,Metwally Kamal G.ORCID,Akl Adel Y.

Publisher

Elsevier BV

Subject

General Engineering

Reference32 articles.

1. A critical review of methods for pile design in seismically liquefiable soils;Bhattacharya;Bull Earthq Eng,2008

2. Analysis of seismic single pile response in liquefiable ground. In single piles in liquefiable ground;Wang,2016

3. Ross G, Seed H, Migliacio R. Performance of highway bridge foundations in the great Alaska earthquake of 1964. Committee on the Alaskan Earthquake of the Division of Earth Sciences National Research Council. The Great Alaska Earthquake of 1964. Washington, DC: National Academy of Sciences; 1973.

4. Soil liquefaction studies in Japan: state-of-the-art;Iwasaki;Soil Dyn Earthquake Eng,1986

5. Collapse of Showa Bridge during 1964 Niigata earthquake: a quantitative reappraisal on the failure mechanisms;Bhattacharya;Soil Dyn Earthquake Eng,2014

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