Numerical Modeling of Pullout Capacity of Screw Piles Under Seismic Loading in Layered Soil

Author:

Karkush Mahdi O.ORCID,Alkaby Ahmed D.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference37 articles.

1. Abbas, J.M., Chik, Z., Taha, M.R.: Modelling and assessment of a single pile subjected to lateral load. Studia Geotechnica et Mechanica 40(1) (2018)

2. Al-Qayssi, M.R.: Unreinforced and reinforced behavior of single and groups of granular piles. Ph.D. Thesis, Civil Engineering Faculty of the Military College of Engineering, Iraq (2001)

3. Basile, F.: May. Pile-group response under seismic loading. In Proceedings of the 2nd International Conference on Performance-Based Design in Earthquake Geotechnical Engineering, Taormina, Italy (pp. 28–30) (2012)

4. Brinch Hansen, J.: Discussion of hyperbolic stress-strain response: cohesive soil by Robert L. Kondner. J. Soil Mech. Found. Div. ASCE 89(4), 241–242 (1963)

5. Buringh, P.: Soils and soil conditions in Iraq. Directorate General of Agricultural Research and Project, Ministry of agriculture, Baghdad, Iraq (1960)

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