Experimental modeling of a single pile in liquefiable soil under the effect of coupled static-dynamic loads

Author:

Hussien Rusal S.,Albusoda Bushra S.ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference29 articles.

1. Bao L (2017) Research on lateral dynamic response of pile foundation in liquefiable soil based a on non-linear pseudo-static analysis method. Chem Eng Trans 59:493–498

2. Liyanapathirana D, Poulos H (2005) Pseudo static approach for seismic analysis of piles in liquefying soil. J Geo Geo-env Eng 131(12):1480–1487

3. Bhattacharya S, Madabhushi S, Bolton M (2002) An alternative mechanism of pile failure in liquefiable failure in liquefiable deposits during earthquakes. Tech Rept Univ Camb CUED/D-SOILS/TR324

4. Broms B (1964) Lateral resistance of piles in cohesionless soils. J Soil Mech Found ASCE 90(3):123–156

5. Finn W, Fujita N (2002) Piles in liquefiable soils: seismic analysis and design issues. Soil Dyn Earth Eng 22:731–742

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