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2020 Vol.19, Issue 4 Preview Page

Research Article

December 2020. pp. 75-84
Abstract
References
1
Ahn, J. P. (1993), “A Study on the Lateral Flow in Soft Soils subjected to Unsymmetrical Surcharges”, The Journal of Engineering Geology, Vol.3, No.2, pp.177-190.
2
Choi, Y. H. and Kang, G. H. (2020), “A Study on the Behavior of Piled Abutment Subjected to Lateral Soil Movement of Soft Ground Improved by Deep Cement Mixing Method”, The Journal of Engineering Geology, Vol.30, No.2, pp.131-145.
3
Hong W. P., Song, Y. S. and Cho, Y. R. (2001a), “Evaluation for Lateral Movements of Bridge Abutment on Soft Ground”, Journal of the Korean Geotechnical Society, Vol.17, No.4, pp.269-278.
4
Hong W. P., Song, Y. S., Shin, D. S. and Son, K. M. (2001b), “Stability of Bridge Abutments on Soft Ground Undergoing Lateral Flow”, Journal of the Korean Geotechnical Society, Vol.17, No.4, pp.199-208.
5
Hong, G. (2020), “Experimental Study on Soft Ground with DCM Column”, Journal of Korean Geosynthetics Society, Vol.19, No.3, pp.35-44.
6
Hong, W. P. and Kim, J. H. (2010), “Lateral Earth Pressures on Buried Pipes due to Lateral Flow of Soft Grounds”, Journal of the Korean Geo-Environmental Society, Vol.11, No.9, pp.27-38.
7
Hong, W. P., Lee, G. W., Cho, S. D. and Lee, J. H. (2006), “Evaluation of Lateral Flow in Soft Ground under Embankment”, Journal of The Korean Geotechnical Society, Vol.22, No.10, pp.93-100.
8
Kim, J. H., Hong, W. P. and Kim, G. B. (2011), “Interpretation of Soft Ground Deformation under Embankment using the Electrical Resistivity Survey”, The Journal of Engineering Geology, Vol.21, No.2, pp.117-124. 10.9720/kseg.2011.21.2.117
9
Kim, J. H., Hong, W. P., Lee, C. M. and Lee, J. W. (2012), “A Study on Lateral Flow in Soft Grounds under Embankments for Road Constructions”, Journal of the Korean Geo-Environmental Society, Vol.13, No.9, pp.17-29.
10
Kim, Y. S., Joo, N. A. and Lee, J. J. (2007), “Evaluation Model for Lateral Flow on Soft Ground Using Committee and Probabilistic Neural Network Theory”, Journal of The Korean Geotechnical Society, Vol.23, No.7, pp.65-76.
11
Lee, C. K., Shin, B. W., Heo, Y. and Ahn, S. R. (1994), “A Study on the Behavior of Soft Clay Foundation Reinforced with Soil - Cement Piles by Centrifugal Model Tests”, Journal of The Korean Geotechnical Society, Vol.10, No.2, pp.109-120.
12
Lee, K. W. (2007), Design Method of the Geosynthetic-Reinforced and Pile-Supported Embankment System to Control Lateral Flow in Soft Grounds, Ph.D Thesis, University of Chung-Ang.
13
Oh, S. W. (2006), “The Relationship between Loading Velocity and Ground Heaving Characteristics”, Journal of The Korean Geoenvironmental Society, Vol.7, No.3, pp.77-83.
14
You, S. K. and Kim, J. H. (2011), “Experimental Study on Lateral Flow Behavior of Soft Ground due to Embankment”, Journal of Korean Geosynthetics Society, Vol.10, No.1, pp.43-51.
Information
  • Publisher :Korean Geosythetics Society
  • Publisher(Ko) :한국지반신소재학회
  • Journal Title :Journal of the Korean Geosynthetics Society
  • Journal Title(Ko) :한국지반신소재학회 논문집
  • Volume : 19
  • No :4
  • Pages :75-84
  • Received Date :2020. 12. 06
  • Revised Date :2020. 12. 17
  • Accepted Date : 2020. 12. 18