In this article, two curve fitting observational methods for predicting radial consolidation settlement are proposed. The methods utilize computer programs with iterative optimization algorithms and numerical integration to fit the Barron’s radial consolidation curve using the least square analysis concept. The accuracy of the proposed methods is verified against testing results from the constant rate of strain consolidometer with radial drainage and field monitoring data. The results show that the proposed method 1 provides the highest accuracy when compared to the Asaoka method and proposed method 2. All the predicted curves plotted using the proposed methods have an excellent fit with a coefficient of determination, R-squared >0.99. The proposed methods are simple to apply, and the ultimate settlement and coefficient of radial consolidation can be easily obtained using only time and settlement data, regardless of their intervals.
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May 2025
Research Article|
April 16 2025
Observational techniques by curve fitting for predicting radial consolidation settlement Available to Purchase
Sinat Koslanant;
Sinat Koslanant
Rambhai Barni Rajabhat University, Chanthaburi, Thailand
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Chaiyasat Sakulsaksri;
Chaiyasat Sakulsaksri
King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand (corresponding author: chaiyasat.s@cit.kmutnb.ac.th)
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Chaiyathawat Boonyong;
Chaiyathawat Boonyong
Rambhai Barni Rajabhat University, Chanthaburi, Thailand
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Pornpot Tanseng
Pornpot Tanseng
Suranaree University of Technology, Nakhon Ratchasima, Thailand
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Publisher: Emerald Publishing
Received:
August 12 2024
Accepted:
February 25 2025
Online ISSN: 1755-0769
Print ISSN: 1755-0750
Emerald Publishing Limited: All rights reserved
2025
Proceedings of the Institution of Civil Engineers - Ground Improvement (2025) 178 (2): 163–176.
Article history
Received:
August 12 2024
Accepted:
February 25 2025
Citation
Koslanant S, Sakulsaksri C, Boonyong C, Tanseng P (2025), "Observational techniques by curve fitting for predicting radial consolidation settlement". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 178 No. 2 pp. 163–176, doi: https://doi.org/10.1680/jgrim.24.00047
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