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http://dx.doi.org/10.7843/kgs.2022.38.12.103

Analysis of the Limitations of the Existing Subsidence Prediction Method Based on the Subsidence Measurement Data and Suggestions for Improvement Method Through Weighted Nonlinear Regression Analysis  

Kwak, Tae-Young (Geotechnical Engrg. Research Division, Korea Institute of Construction Technology)
Hong, Seongho (Dept. of Civil & Environmental Engrg., Seoul National Univ.)
Lee, Ju-Hyung (Geotechnical Engrg. Research Division, Korea Institute of Construction Technology)
Woo, Sang-Inn (Dept. of Civil and Environmental Engrg., Incheon National Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.38, no.12, 2022 , pp. 103-112 More about this Journal
Abstract
The existing subsidence prediction method based on the measurement data were confirmed in this study through literature research. It was confirmed that the hyperbolic method and the Asaoka method showed high accuracy, while the other prediction methods showed significantly low accuracy. Based on the analysis results, the limitations of the existing prediction equations were derived, and the improvement method of the settlement prediction equations was suggested. In this study, a weighted nonlinear regression analysis method that gives higher weight to the later data was proposed to improve the existing hyperbolic method.
Keywords
Asaoka method; Hyperbolic method; Settlement prediction; Weighted nonlinear regression analysis;
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1 Anderson, L. R., Sampaco, C. L., Gilani, S. H., Keane, E., and Rausher, L. (1994) "Settlements of Highway Embankments on Soft Lacustrine Deposits", Vertical and Horizontal Deformations of Foundations and Embankments, ASCE Geotechnical Publication, No.40, pp.376-395.
2 Arulrajah, A., Nikraz, H., and Bo, M. W. (2003), "Factors Affecting Field Assessment and Back-analysis by Asaoka and Hyperbolic Methods", Australian Geomechanics, Vol.38, No.2, pp.29-37.
3 Arulrajah, A., Nikraz, H., and Bo, M. W. (2004), "Observational Method of Assessing Improvement Ofmarine Clay", Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol.8, No.4, pp.151-169.   DOI
4 Asaoka, A. (1978) "Observational Procedure of Settlement Prediction", Soils and Foundations, Vol.18, No.4, pp.87-101.   DOI
5 Barron, R. A. (1948). "Consolidation of Fine Grained Soils by Drain Wells Transactions", American Society of Civil Engineers, Vol. 113.
6 Bergado D. T., Asakami H., Alfaro M.C., and Balasubramaniam A.S. (1991), "Smear Effects of Vertical Drains on Soft Bangkok Clay", Journal of Geotechnical Engineering, ASCE, Vol.117, No.10, pp.1509-1530.   DOI
7 Choo, Y. S., Kim, J. H., Hwang, S. H., and Chung, C. K. (2010), "The Optimization of Hyperbolic Settlement Prediction Method with the Field Data for Preloading on the Soft Ground", Journal of the Korean Geotechnical Society, Vol.26, No.7, pp.147-159 (in Korean).
8 Chung, S. G., Choi, G. H., Choi, H. K., and Cho, K. Y. (1998), "${\sqrt{s}}$ - Observational Procedure for Consolidation Analysis", Geotechnical Engineering, Vol.14, No.2, pp.41-53.
9 Hoshino, S. (1962), "Problems of Foundation s in Recent Years", Society of Civil Engineering, Vol.47, No.7, pp.63-67 (in Japanese)
10 Kim, J. S. (2021), "An Experimental Study on the Settlement Characteristics of Soft Ground in the Central West Coast Region", Journal of The Korean Society of Disaster Information, Vol.17, No.4, pp.786-793.
11 Mikasa, M. (1963), "Consolidation of Soft Clay", Kajima-shuppan-kai, Tokyo, Japan (in Japanese).
12 Monden, H. (1963), "A New Time Fitting Method for the Settlement Analysis of Foundation on Soft Clays", Menoir Fac. Eng., Hiroshima University, Vol.20, No.1, pp.21.
13 Park, H. I. and Kim, H. Y. (2009), "Analysis of the Settlement of Pusan New Port Construction Site Using the Settlement Prediction Methods", International Symposium on Urban Geotechnics, Incheon, Korea.
14 Tan, S. A. (1993), "Ultimate Settlement by Hyperbolic Plot for Clays with Vertical Drains", Journal of Geotechnical Engineering, ASCE, Vol.119, No.5, pp.950-956.   DOI
15 Tan, S. A. (1995), "Validation of Hyperbolic Method for Settlement in Clays with Vertical Drains", Soils and Foundations, Vol.35, No.1, pp.101-113.   DOI
16 Tan, S. A. and Chew, S. H. (1996), "Comparison of the Hyperbolic and Asaoka Observational Method of Monitoring Consolidation with Vertical Drains", Soils and Foundations, Vol.16, No.3, pp.31-42.
17 Tan, T. S., Inoue, T., and Lee, S. L. (1991), "Hyperbolic Method for Consolidation Analysis", Journal of Geotechnical Engineering, ASCE, Vol.117, No.11, pp.1723-1737.   DOI
18 Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley & Sons, New York, USA.
19 Yoo, H. K. and Kim, J. H. (2000), "A Study on the Prediction of Long-Term Settlement by the Modified Hyperbolic Method", Journal of the Korean Geotechnical Society, Vol.16, No.3, pp. 163-172.