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

Batuhan Colak; Asli Y. Dayioglu; Tolga Y. Ozudogru; Mustafa Hatipoglu

doi:10.1061/9780784484692.017

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

Batuhan Colak, Asli Y. Dayioglu, Tolga Y. Ozudogru, Mustafa Hatipoglu

İnşaat Mühendisliği Bölümü

Istanbul Technical University

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

Özet

This study aims to evaluate the load-settlement behavior of five different piled raft foundation case studies using two-dimensional (2D) and three-dimensional (3D) finite element analyses. Hydre Park Barracks in London and Messeturm, Torhaus, Westend, and the Skyper Tower in Frankfurt are five well-instrumented and monitored buildings with piled raft foundations. Their foundation systems were modeled via PLAXIS 2D and 3D software, and the computed load settlement behavior including maximum and differential settlement along with the pile loads and bending moments were compared with the field measurements. The results indicate that 3D models predict the load settlement behavior more accurately compared with 2D models, particularly on structures with a non-symmetrical pile layout. Furthermore, it is also concluded that while 3D finite element analysis yields more accurate results in expense of complexity of model setup and computational time, 2D models provide conservative results with simplicity and faster computation.

Orijinal dil	İngilizce
Ana bilgisayar yayını başlığı	Geotechnical Special Publication
Editörler	Ellen Rathje, Brina M. Montoya, Mark H. Wayne
Yayınlayan	American Society of Civil Engineers (ASCE)
Sayfalar	163-171
Sayfa sayısı	9
Baskı	GSP 342
ISBN (Elektronik)	9780784484654, 9780784484661, 9780784484678, 9780784484685, 9780784484692, 9780784484708
DOI'lar	https://doi.org/10.1061/9780784484692.017
Yayın durumu	Yayınlandı - 2023
Etkinlik	2023 Geo-Congress: Sustainable Infrastructure Solutions from the Ground Up - Geotechnical Data Analysis and Computation - Los Angeles, United States Süre: 26 Mar 2023 → 29 Mar 2023

Yayın serisi

Adı	Geotechnical Special Publication
Sayı	GSP 342
Hacim	2023-March
ISSN (Basılı)	0895-0563

???event.eventtypes.event.conference???

???event.eventtypes.event.conference???	2023 Geo-Congress: Sustainable Infrastructure Solutions from the Ground Up - Geotechnical Data Analysis and Computation
Ülke/Bölge	United States
Şehir	Los Angeles
Periyot	26/03/23 → 29/03/23

Bibliyografik not

Publisher Copyright:
© 2023 American Society of Civil Engineers (ASCE). All rights reserved.

Belgeye Erişim

10.1061/9780784484692.017

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

Colak, B., Dayioglu, A. Y., Ozudogru, T. Y., & Hatipoglu, M. (2023). A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance. In E. Rathje, B. M. Montoya, & M. H. Wayne (Eds.), Geotechnical Special Publication (GSP 342 ed., pp. 163-171). (Geotechnical Special Publication; Hac. 2023-March, No. GSP 342). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784484692.017

Colak, Batuhan ; Dayioglu, Asli Y. ; Ozudogru, Tolga Y. et al. / A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance. Geotechnical Special Publication. editör / Ellen Rathje ; Brina M. Montoya ; Mark H. Wayne. GSP 342. ed. American Society of Civil Engineers (ASCE), 2023. pp. 163-171 (Geotechnical Special Publication; GSP 342).

@inproceedings{ef1e8042a242411eb8155f11d544fb1a,

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

abstract = "This study aims to evaluate the load-settlement behavior of five different piled raft foundation case studies using two-dimensional (2D) and three-dimensional (3D) finite element analyses. Hydre Park Barracks in London and Messeturm, Torhaus, Westend, and the Skyper Tower in Frankfurt are five well-instrumented and monitored buildings with piled raft foundations. Their foundation systems were modeled via PLAXIS 2D and 3D software, and the computed load settlement behavior including maximum and differential settlement along with the pile loads and bending moments were compared with the field measurements. The results indicate that 3D models predict the load settlement behavior more accurately compared with 2D models, particularly on structures with a non-symmetrical pile layout. Furthermore, it is also concluded that while 3D finite element analysis yields more accurate results in expense of complexity of model setup and computational time, 2D models provide conservative results with simplicity and faster computation.",

author = "Batuhan Colak and Dayioglu, {Asli Y.} and Ozudogru, {Tolga Y.} and Mustafa Hatipoglu",

note = "Publisher Copyright: {\textcopyright} 2023 American Society of Civil Engineers (ASCE). All rights reserved.; 2023 Geo-Congress: Sustainable Infrastructure Solutions from the Ground Up - Geotechnical Data Analysis and Computation ; Conference date: 26-03-2023 Through 29-03-2023",

year = "2023",

doi = "10.1061/9780784484692.017",

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Colak, B, Dayioglu, AY , Ozudogru, TY & Hatipoglu, M 2023, A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance. in E Rathje, BM Montoya & MH Wayne (eds), Geotechnical Special Publication. GSP 342 edn, Geotechnical Special Publication, no. GSP 342, hac. 2023-March, American Society of Civil Engineers (ASCE), pp. 163-171, 2023 Geo-Congress: Sustainable Infrastructure Solutions from the Ground Up - Geotechnical Data Analysis and Computation, Los Angeles, United States, 26/03/23. https://doi.org/10.1061/9780784484692.017

A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance. / Colak, Batuhan; Dayioglu, Asli Y.; Ozudogru, Tolga Y. et al.
Geotechnical Special Publication. ed. / Ellen Rathje; Brina M. Montoya; Mark H. Wayne. GSP 342. ed. American Society of Civil Engineers (ASCE), 2023. p. 163-171 (Geotechnical Special Publication; Hac. 2023-March, No. GSP 342).

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

TY - GEN

T1 - A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance

AU - Colak, Batuhan

AU - Dayioglu, Asli Y.

AU - Ozudogru, Tolga Y.

AU - Hatipoglu, Mustafa

PY - 2023

Y1 - 2023

N2 - This study aims to evaluate the load-settlement behavior of five different piled raft foundation case studies using two-dimensional (2D) and three-dimensional (3D) finite element analyses. Hydre Park Barracks in London and Messeturm, Torhaus, Westend, and the Skyper Tower in Frankfurt are five well-instrumented and monitored buildings with piled raft foundations. Their foundation systems were modeled via PLAXIS 2D and 3D software, and the computed load settlement behavior including maximum and differential settlement along with the pile loads and bending moments were compared with the field measurements. The results indicate that 3D models predict the load settlement behavior more accurately compared with 2D models, particularly on structures with a non-symmetrical pile layout. Furthermore, it is also concluded that while 3D finite element analysis yields more accurate results in expense of complexity of model setup and computational time, 2D models provide conservative results with simplicity and faster computation.

AB - This study aims to evaluate the load-settlement behavior of five different piled raft foundation case studies using two-dimensional (2D) and three-dimensional (3D) finite element analyses. Hydre Park Barracks in London and Messeturm, Torhaus, Westend, and the Skyper Tower in Frankfurt are five well-instrumented and monitored buildings with piled raft foundations. Their foundation systems were modeled via PLAXIS 2D and 3D software, and the computed load settlement behavior including maximum and differential settlement along with the pile loads and bending moments were compared with the field measurements. The results indicate that 3D models predict the load settlement behavior more accurately compared with 2D models, particularly on structures with a non-symmetrical pile layout. Furthermore, it is also concluded that while 3D finite element analysis yields more accurate results in expense of complexity of model setup and computational time, 2D models provide conservative results with simplicity and faster computation.

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DO - 10.1061/9780784484692.017

M3 - Conference contribution

AN - SCOPUS:85151675830

T3 - Geotechnical Special Publication

SP - 163

EP - 171

BT - Geotechnical Special Publication

A2 - Rathje, Ellen

A2 - Montoya, Brina M.

A2 - Wayne, Mark H.

PB - American Society of Civil Engineers (ASCE)

T2 - 2023 Geo-Congress: Sustainable Infrastructure Solutions from the Ground Up - Geotechnical Data Analysis and Computation

Y2 - 26 March 2023 through 29 March 2023

ER -

Colak B, Dayioglu AY , Ozudogru TY , Hatipoglu M. A Comparative Study of 2D and 3D Finite Element Analysis for the Estimation of Piled Raft Foundation Performance. In Rathje E, Montoya BM, Wayne MH, editörler, Geotechnical Special Publication. GSP 342 ed. American Society of Civil Engineers (ASCE). 2023. p. 163-171. (Geotechnical Special Publication; GSP 342). doi: 10.1061/9780784484692.017

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

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