Acknowledgement
본 논문은 행정안전부 "산지(경사지) 태양광 발전시설의 전주기 스마트 안전관리 기술 개발(20018265)"의 지원을 받아 작성되었으며 이에 감사드립니다.
References
- Aboshi, H., Fukuda, K., Ogura, T., Inoue, T., and Mukai, M. (1991), "The soil stabilization for final disposal site, Hiroshma, Japan", International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol.30, No.1, pp.A47.
- Bin Chen Benson Hsiung, Kuo Hsin Yang, Wahyuning Aila, and Ching Hung (2016), "Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands", Computers and Geotechnics, Vol.80, pp.138-151. https://doi.org/10.1016/j.compgeo.2016.07.001
- Britto, A. M. and Gunn, M. J. (1987), ELLIS HORWOOD LIMITED.
- Jaritngam Saravut (2003), "Design concept of the soil improvement for road construction on soft clay", Proceedings of the Eastern Asia Society for Transporation Studies, Vol.4, No.4, pp.313-322.
- Jie Han, Sadik Oztoprak, Robert L. Parsons, and Jie Huang (2007), "Numerical analysis of foundation columns to support widening of embankments", Computers and Geotechnics, Vol.34, No.6, pp. 435-488. https://doi.org/10.1016/j.compgeo.2007.01.006
- Kim, D. E., Park, H. I., Lee, S. R., and Yoo, S. H. (2008), "Evaluation of Stress Distribution Ratio According to Clay Ground Condition and Stone Column Characteristics", Journal of the Korean Geotechnical Society, Vol.24, No.11, pp.35-41. https://doi.org/10.7843/KGS.2008.24.11.35
- Kozo Tagaya, Akiyoshi Tanaka, and Hisao Aboshi (1983), "Application of Finite Element Method to Pullout Resistance of Buried Anchor", Vol.23, No.3, pp.91-104. https://doi.org/10.3208/sandf1972.23.3_91
- Lee, Sung-Jee, Yoo, Min-Taek, Lee, Su-Hyung, Baek, Min-Cheol, and Lee, Il-Wha (2016), "Analysis of Cyclic Loading Transferred Mechanism on Geosynthetic-Reinforced and Pile-Supported Embankment", Journal of the Korean Geotechnical Society, Vol.32, No.12, pp.79-91. https://doi.org/10.7843/KGS.2016.32.12.79
- Lee, Taehee, Lee, Su-Hyung, Lee, Il-Wha, and Jung, Young-Hoon (2016), "Transformation of Load Transfer Soil Arch in Geosynthetics-Reinforced Piled Embankment: A Numerical Approach", Journal of the Korean Geotechnical Society, Vol.32, No.6, pp.5-16. https://doi.org/10.7843/KGS.2016.32.6.5
- Manasi Wijerathna, D. S. Liyanapathirana (2021), "Simplified modelling approaches for DCM column supported embankments", International Journal of Geotechnical Engineering, Vol.15, No.5, pp.553-562. https://doi.org/10.1080/19386362.2018.1462023
- Ministry of Oceans and Fisheries (2014), "Design Criteria for Ports and Fishing Harbors", pp.598.
- Na, Seung-Ju, Kim, Min-Seok, Park, Kyung-Ho, and Kim, Daehyeon (2016), "Stress Concentration Ratio of GCP Depending on the Mixing Ratio of Crushed Stone and Sand", Journal of the Korean Geotechnical Society, Vol.32, No.9, pp.37-50. https://doi.org/10.7843/KGS.2016.32.9.37
- Orianne Jenck, Daniel Dias, and Richard Kastner (2009), "Three Dimensional Numerical Modeling of a Piled Embankment", International Journal of geomechanics, Vol.9, No.3, pp.102-112. https://doi.org/10.1061/(ASCE)1532-3641(2009)9:3(102)
- Pitthaya Jamsawang, Panich Voottipruex, Pornkasem Jongpradist, and Dennes T. Bergado (2015), "Parameters affecting the lateral movements of compound deep cement mixing walls by numerical simulations and parametric analyses", Acta Geotechnica, Vol.10, No.6, pp.797-812. https://doi.org/10.1007/s11440-015-0417-5
- Pitthaya Jamsawang, Sittisak Jamnam, Pornkasem Jongpradist, Pornpot Tanseng, and Suksun Horpibulsuk (2017), "Numerical analysis of lateral movements and strut forces in deep cement mixing walls with top-down construction in soft clay", Computers and Geotechnics, Vol.88, pp.174-181. https://doi.org/10.1016/j.compgeo.2017.03.018
- Valentina Lentini and Francesco Castelli (2019), "Numerical Modelling and Experimental Monitoring of a Full-Scale Diaphragm Wall", International Journal of Civil Engineering, Vol.17, No.6, pp.659-672. https://doi.org/10.1007/s40999-019-00391-9
- Walid El Kamash and Jie Han (2014), "Displacements of column supported embankments over soft clay after widening considering soil consolidation and column layout : Numerical analysis", Soils and Foundations, Vol.54, No.6, pp.1054-1069. https://doi.org/10.1016/j.sandf.2014.11.002