Computation of degradation factors of p-y curves in liquefiable soils for analysis of piles using three-dimensional finite-element model

Author:

Choobbasti Asskar Janalizadeh,Zahmatkesh Ali

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference60 articles.

1. Building damage associated with geotechnical problems;Tokimatsu;Soils Found,1996

2. Japanese Road Association (JRA). Specification for highway bridges, (part. V): Seismic design. JRA, Tokyo, 1996.

3. Centrifuge model studies of piles under simulated earthquake loading. Dynamic response of pile foundations-experiment, analysis and observation;Finn;Geotech Spec Publ,1987

4. Chang GS, Kutter BL. Centrifugal modeling of soil–pile-structure interaction. In: Proceedings of 25th symposium on engineering geology and geotechnical engineering. Reno, Nevada: 1989.

5. Effect of liquefaction on lateral response of piles by centrifuge model tests;Liu,1995

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