Raft Thickness Rational Design for Megatall Skyscrapers: Case Studies
Received: 19 March 2024 | Revised: 5 April 2024 and 14 April 2024 | Accepted: 16 April 2024 | Online: 15 May 2024
Corresponding author: Hoa Cao Van
Abstract
The design process for tall buildings involves three main steps: Estimating roughly the sizes of foundation and superstructure components, verifying the determined sizes with full consideration of the interactions between soil, piles, raft, and superstructure to ensure the bearing capacity and deformation of all elements, and optimizing the design with parametric analysis. However, the thickness of the rafts in existing buildings appears to be very thick and varies to the point of confusion. It is noticeable that some buildings have a considerable height but a relatively small raft thickness and vice versa. To address this issue, a simplified graphical method is proposed to determine the raft thickness for the initial design phase. As megatall skyscrapers become increasingly common, a more comprehensive study of rafts is necessary. This article explores the process of designing and constructing rafts for tall and megatall skyscrapers. The study aims to validate and extend the graphical method and establish a basis for the raft thickness optimization process. The research shows that the number of floors strongly affects the thickness of the rafts. However, the elastic modulus is significantly influenced when the ratio of the raft thickness to the number of floors is less than 5% and vice versa.
Keywords:
raft thickness, mega-tall building, design method, design procedure, case studiesDownloads
References
C. V. Hoa and N. A. Tuan, "An analysis of raft thickness in high-rise buildings - case studies," Strength of Materials and Theory of Structures, vol. 2019, no. 102, pp. 13–24, Jul. 2019.
H. Cao Van and T. Nguyen Anh, "Establishing a Graphical Method for Calculation of Raft Thickness in Piled Raft, Pile Group and Raft Foundation," in 2020 3rd International Conference on Information and Computer Technologies (ICICT), San Jose, CA, USA, Mar. 2020, pp. 320–325.
O. A. Abdel-Azim, K. Abdel-Rahman, and Y. M. El-Mossallamy, "Numerical investigation of optimized piled raft foundation for high-rise building in Germany," Innovative Infrastructure Solutions, vol. 5, no. 1, Jan. 2020, Art. no. 11.
P. Deb, B. Debnath, R. B. Reang, and S. K. Pal, "Structural analysis of piled raft foundation in soft soil: An experimental simulation and parametric study with numerical method," Ocean Engineering, vol. 261, Oct. 2022, Art. no. 112139.
K. Amornfa, N. Pheinwej, and P. Kijpayuck, "Current Practice on Foundation Design of High-Rise Buildings in Bangkok, Thailand," Lowland Technology International, vol. 14, no. 2, pp. 70–83, Dec. 2012.
H. G. Poulos, "Tall building foundations: design methods and applications," Innovative Infrastructure Solutions, vol. 1, Jun. 2016, Art. no. 10.
H. Poulos and G. Bunce, "Foundation Design for the Burj Dubai – the World’s Tallest Building," in International Conference on Case Histories in Geotechnical Engineering, Arlington, VA, USA, Aug. 2008.
K. Syngros and A. Poeppel, "Soil-Foundation-Superstructure Interaction for the Tallest Tower in the World: The Kingdom Tower," in ASCE 27th Central PA Geotechnical Conference, Hershey, PA, USA, Apr. 2014.
W. Baker, C. Brown, J. Pawlikowski, and D. Rankin, "Tall Buildings and Their Foundations: Three Examples," in 7th International Conference on Case Histories in Geotechnical Engineering, Chicago, IL, USA, Apr. 2013.
S. D. Ramchandra and C. H. Sharad, "Effect of raft thickness and soil modulus on frequency and amplitude of building frame," Global Journal of Engineering and Technology Advances, vol. 2, no. 1, pp. 014–021, 2020.
T. H. Nguyen, "Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method," Engineering, Technology & Applied Science Research, vol. 9, no. 4, pp. 4490–4494, Aug. 2019.
T. Nguyen, P. Le, and V. Tran, "The Influence of Raft Thickness on the Behaviour of Piled Raft Foundation," in 2020 5th International Conference on Green Technology and Sustainable Development (GTSD), Ho Chi Minh City, Vietnam, Aug. 2020, pp. 483–488.
J. A. Alomari, "The Effect of Mass, Depth, and Properties of the Soil Below the Raft Foundation on the Seismic Performance of R.C. Plane Frames," Engineering, Technology & Applied Science Research, vol. 9, no. 5, pp. 4685–4688, Oct. 2019.
J. A. Alomari, "Effect of the Presence of Basements on the Vibration Period and Other Seismic Responses of R.C. Frames," Engineering, Technology & Applied Science Research, vol. 9, no. 5, pp. 4712–4717, Oct. 2019.
T. Nagao, "Effect of Foundation Width on Subgrade Reaction Modulus," Engineering, Technology & Applied Science Research, vol. 10, no. 5, pp. 6253–6258, Oct. 2020.
R. Saha, S. C. Dutta, S. Haldar, and S. Kumar, "Effect of soil-pile raft-structure interaction on elastic and inelastic seismic behaviour," Structures, vol. 26, pp. 378–395, Aug. 2020.
V. H. Cao, "An analysis of raft behavior laying on pile group," Ph.D. dissertation, Ho Chi Minh City University of Technology, Ho Chi Minh City, Vietnam, 2017.
B. K. Nguyen, T. C. Nguyen, H. Nguyen, and T. H. Trinh, Móng nhà cao tầng - Kinh nghiệm nước ngoài. Hanoi, Vietnam: Construction Publishing House, 2008.
D. Chanda, R. Saha, and S. Haldar, "Behaviour of piled raft foundation in sand subjected to combined V-M-H loading," Ocean Engineering, vol. 216, Nov. 2020, Art. no. 107596.
H. G. Poulos, "Methods of Analysis of Piled Raft Foundations," International Society of Soil Mechanics and Geotechnical Engineering, A Report Prepared on Behalf of Technical Committee TC18 on Piled Foundations, Jul. 2001.
H. V. Cao, T. A. Nguyen, and V. A. N. Le, "3D Finite Element Analysis of the Effect of Raft Thickness, Pile Spacing, and Pile Length on the Behavior of Piled Raft Foundation," International Journal of GEOMATE, vol. 23, no. 98, pp. 47–56, Oct. 2022.
F. Badelow and H. Poulos, "Geotechnical foundation design for some of the world’s tallest buildings," Japanese Geotechnical Society Special Publication, vol. 2, no. 2, pp. 96–108, Jan. 2016.
M. El Gendy, A. Gendy, and O. El Gendy, Analysis of Piled Raft of Shanghai Tower in Shanghai by the Program ELPLA. Calgary, Canada: GEOTEC Software Inc., 2018.
J. Su, Y. Xia, Y. Xu, X. Zhao, and Q. Zhang, "Settlement Monitoring of a Supertall Building Using the Kalman Filtering Technique and Forward Construction Stage Analysis," Advances in Structural Engineering, vol. 17, no. 6, pp. 881–893, Jun. 2014.
H. Sun and L. Zhao, "Experimental study of settlement characteristics of bioreactor landfill," in 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet), Xianning, China, Apr. 2011, pp. 2212–2215.
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