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A Novel Approach for Performance-Based Design of Piles and Shafts under Liquefaction using Coupled Nonlinear Soil-Structure Interaction Analysis

Mohammad (Sasan) Iranpour

In the proceedings of: GeoSt. John's 2019: 72nd Canadian Geotechnical Conference

Session: Foundations

Please include this code when submitting a data update: GEO2019_494

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Cite this article:
Mohammad (Sasan) Iranpour (2019) A Novel Approach for Performance-Based Design of Piles and Shafts under Liquefaction using Coupled Nonlinear Soil-Structure Interaction Analysis in GEO2019. Ottawa, Ontario: Canadian Geotechnical Society.

@article{Geo2019Paper494, author = Mohammad (Sasan) Iranpour,
title = A Novel Approach for Performance-Based Design of Piles and Shafts under Liquefaction using Coupled Nonlinear Soil-Structure Interaction Analysis,
year = 2019
}