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2022 Vol.38, Issue 12 Preview Page
31 December 2022. pp. 103-112
Abstract
References
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. 10.1680/grim.2004.8.4.151
4
Asaoka, A. (1978) "Observational Procedure of Settlement Prediction", Soils and Foundations, Vol.18, No.4, pp.87-101. 10.3208/sandf1972.18.4_87
5
Barron, R. A. (1948). "Consolidation of Fine Grained Soils by Drain Wells Transactions", American Society of Civil Engineers, Vol. 113. 10.1061/TACEAT.0006098
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. 10.1061/(ASCE)0733-9410(1991)117:10(1509)
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), "√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. 10.1061/(ASCE)0733-9410(1993)119:5(950)
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. 10.3208/sandf1972.35.101
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. 10.3208/sandf.36.3_31
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. 10.1061/(ASCE)0733-9410(1991)117:11(1723)
18
Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley & Sons, New York, USA. 10.1002/9780470172766
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.
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 38
  • No :12
  • Pages :103-112
  • Received Date :2022. 11. 30
  • Revised Date :2022. 12. 06
  • Accepted Date : 2022. 12. 07