Numerical investigation on p–y method of group piles under static and dynamic loads

Author:

Timurağaoğlu Mehmet ömerORCID,Fahjan Yasin,Doğangün Adem

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference54 articles.

1. AASHTO (2017) AASHTO LRFD bridge design specifications. American Association of State Highway and Transportation Officials, Washington

2. Abaqus (2020) Documentation. Dassault Syst. Simulia Corp.

3. Adeel MB, Jan MA, Aaqib M, Park D (2020) Development of simulation based p-multipliers for laterally loaded pile groups in granular soil using 3D nonlinear finite element model. Appl Sci 11:26. https://doi.org/10.3390/app11010026

4. Anastasopoulos I, Gelagoti F, Kourkoulis R, Gazetas G (2011) Simplified constitutive model for simulation of cyclic response of shallow foundations: validation against laboratory tests. J Geotech Geoenviron Eng 137:1154–1168. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000534

5. API (2007) Recommended practice for planning, designing and constructing fixed offshore platforms – Working stress design. API Publishing Services, American Petrolium Institute

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