참고문헌
- Berg. R. R., Christpoher, B. R., and Samtani, N. C. (2009), "Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes - Volume 1, FHWANHI-10-02", National Highway Institute Federal Highway Administration, Department of Transportation Washington, D.C.
- Canadian Geotechnical Society (1985), "Excavations and Retaining Structures", Canadian Foundation Engineering Manual, Part 4.
- Choi, I. G. and Park, Y. M. (2014), "Geotechnical Engineering for Filed Practice", Goomibook, pp.359-374.
- Das, B. M.(2010), "Principles of geotechnical engineering", CENGAGE Leaning, USA. pp.302-367.
- James G. Collin (2001), "Lessons Learned from A Segmental Retaining Wall Failure", Geotextiles and Geomembranes, Vol.19, pp.445-454. https://doi.org/10.1016/S0266-1144(01)00016-4
- James M. Gere (2004), SI Mechanics of materials 5th, Intervision, pp.24-26.
- Jung, H. S. (2017) "Comparison of Behaviour of Straight and Curved Mechanically Stabilized Earth Walls from Numerical Analysis Results", Korean Geosynthetics Society, Vol.16, No.4, pp.83-92.
- Ki, J. S., Rew, W. H., Kim, S. K. and Chun, B. S. (2012) "A Behavior of Curve Section of Reinforced Retaining Wall by Model Test", Korean Society of Civil Engineering, Vol.32, No.6C, pp.249-257. https://doi.org/10.12652/Ksce.2012.32.6C.249
- Kim, H. T., Bang, Y. K., Park, J. Y., Choi, D. H., Lee, H. K., and Youn, K. W. (1998) "Quasi-Three Dimensional Stability Analysis of the Geosynthetic-Reinforced Soil Retaining Wall System", Korean Geotechnical Soviety, Vol.14, No.4, pp. 177-201.
- Kim, S. S. (2007), "A failure case of reinforced segmental retaining wall", Korean Geosynthetics Society, Vol.6, No.2, pp.15-20.
- Kim, Y. M., Lee, K. H. and Lim, K. S. (2006), "A study on the Shear Strength Reduction Technique of Slope Stability Analysis", 2006 Korean Society of Civil Engineers Conference.
- Kim, Y. S., Ko, H. W., Kim, J. H., and Lee, J. G. (2012), "Dynamic Deformation Characteristics of Joomunjin Standard Sand Using Cyclic Triaxial Test", Journal of Korean Geotechnical Society, Vol.28, No.12, pp.53-64. https://doi.org/10.7843/kgs.2012.28.12.53
- Korea Expressway Corporation (2007), "Geosynthetic retaining segmental wall design code for highway construction".
- Korea Ministry of Land Infrastructure and Transport (2003), "Practice tips of national road construction design", pp.37-38.
- Korean Geosynthetics Society (2010), "Pracrice of reinforced soil method", CIR, pp.11-141, 187-240.
- Korean Geotechnical Society (1998), "Geotextile design and construction", pp.302-303.
- Lee, H. M., Yoo, H. K., Seo, Y. C. and Park, Y. S. (2001) "Behavoir of the Geogrid-Reinforced Slope", 2001 Geosynthetics Conference, pp.91-100.
- Lee, I. M. (2014), "Principles of Foundation Engineering", CIR, pp.277-302.
- Lee, K. W. and Singh, A. (1971), "Relative Denstity and Relative Compaction", Journal of the Soil Mechanics and Foundations Divison, ASCE, Vol.97, No.SM7, pp.1049-1052.
- Plaxis (2016), "Plaxis 3D Reference Manual", Plaxis, pp.85-90, 223-225.
- Shibuya, S., Kawaguchi, T., Chae, J. G. (2007), "Failure of Reinforced Earth as Attacked by Typhoon", Japanese Geotechnical Society, Soils and Foundation, Vol.47, No.1, pp.153-160. https://doi.org/10.3208/sandf.47.153
- Wong, K. S, B. B. Broms (1994), "Failure modes at model tests of a geotextile reinforced wall", Geotextile and Geomembranes, Vol.13, No.6, pp.403-413. https://doi.org/10.1016/0266-1144(94)90005-1
- Yoo, C. S., Jung, H, S., and Lee, S. W. (2004) "A case study of the collapsed retaining wall", Korean Geosynthetics Socitey, Vol.3, No.2, pp.13-21.
- Yoo, C. S., Jung, H. Y. and Jung, H. S. (2005) "A case study in a rainfall induced failure of geosynthetics-reinforced segmental retaining wall", Korean Geosynthetics Society, Vol.4, No.1, pp.17-25.
피인용 문헌
- 억지말뚝의 배치에 따른 흙막이의 수평변위 억제효과와 고속철도의 속도와의 상관성 분석 vol.20, pp.1, 2018, https://doi.org/10.12814/jkgss.2021.20.1.001