A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance-Reference-Cited by-同舟云学术

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A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance

Published:2023-03-23 Issue: Volume: Page:
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Container-title:Geo-Congress 2023
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Author:

Colak Batuhan¹²³²,Dayioglu Asli Y.¹²³²,Ozudogru Tolga Y.¹²³²,Hatipoglu Mustafa¹²³²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul, Turkey.

2. Assistant Professor, Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul, Turkey.

3. Researcher, Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul, Turkey.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484692.017

Reference12 articles.

1. Numerical investigation of optimized piled raft foundation for high-rise building in Germany

2. Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation

3. Performance evaluation of piled rafts in sand based on load-sharing mechanism using finite element model

4. Observations on the behaviour of a pile-raft foundation on London Clay;Hooper J. A.;Proceedings of the institution of civil engineers,1973

5. Katzenbach, R., Arslan, U., Gutwald, J., Holzhauser, J., and Quick, H. (1997). “Soil-structure-interaction of the 300 m high Commerzbank tower in Frankfurt am Main. Measurements and numerical studies.” In International Conference on Soil Mechanics and Foundation Engineering (1081–1084).

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