Acknowledgement
본 연구는 초석건설산업(주)과 은성O&C의 연구비지원과 행정안전부의 방재안전분야 전문인력 양성사업 지원을 받았으며, 이에 깊은 감사를 드립니다.
References
- Barksdale, R. D. and Bachus, R. C. (1983), "Design and Construction of Stone Columns", Vol. 1, Report No. FHWA/RD-83/ 026, National Technical Information Service, Federal Highway Administration, Springfield, Virginia, pp.195.
- Basack, S., Siahaan, F., Indraratna, B., and Rujikiatkamjorn, C. (2018), "Stone Column-Stabilized Soft-Soil Performance Influenced by Clogging and Lateral Deformation: Laboratory and Numerical Evaluation", International Journal of Geomechanics, Vol.18, No.6, 04018058. https://doi.org/10.1061/(asce)gm.1943-5622.0001148
- Bong, T. H. and Kim, B. I. (2017), "Prediction of Ultimate Bearing Capacity of Soft Soils Reinforced by Gravel Compaction Pile Using Multiple Regression Analysis and Artificial Neural Network", Journal of Korean Geotechnical Society, Vol.33, No.6, pp.27-36. https://doi.org/10.7843/KGS.2017.33.6.27
- Bong, T. H., Kim, B. I., and Han, J. T. (2018), "Estimation of Ultimate Bearing Capacity of SCP and GCP Reinf orced Clay f or Laboratory Load Test Data", Journal of the Korean Geotechnical Society, Vol.34, No.6, pp.37-47. https://doi.org/10.7843/KGS.2018.34.6.37
- Brauns, J. (1978), "Initial Bearing Capacity of Stone Columns and Sand Piles", In Int. Symp. on Soil Reinforcing and Stabilizing Techniques in Engineering Practice, Vol.1, pp.497-512.
- Choi, Y. K., Kim, W. C., Jung, C. K., Lee, M. H., and Kim, T. H. (2002), "A State of the Art for the Vibrated Crushed-stone Compaction Pile", Journal of the Korean Geo-Environmental Society, Vol.3, No.3, pp.65-77.
- Chu, I. C. (2013), "An Experimental Study on the Optimum Mixing Ratio of Sand-mixed Granular Compaction Pile", M. S. Dissertation, Hanyang University, Seoul, Korea.
- Chun, B. S., Kim, W. C., and Jo, Y. W. (2004), "Comparative Study on the Prediction Method of Bearing Capacity for Single Stone Column", Journal of the Korean Geo-Environmental Society, Vol.5, No.1, pp.55-64.
- Do, J. N. (2012), "Compression Characteristics of Bottom Ash Mixture Compaction Pile", Ph. D. Dissertation, Hanyang University, Seoul, Korea.
- Fattah, M. Y., Al-Neami, M. A., and Al-Suhaily, A. S. (2017), "Estimation of Bearing Capacity of Floating Group of Stone Columns", Engineering Science and Technology, an International Journal, Vol.20, pp.1166-1172. https://doi.org/10.1016/j.jestch.2017.03.005
- Gibson, R.E. and Anderson, W.F. (1961), "In Situ Measurement of Soil Properties with the Pressuremeter", Civil Engineering and Public Works Review, Vol.56, No.658, pp.615-620.
- Greenwood, D. A. (1970), "Mechanical Improvement of Soils Below Ground Surface", Proceeding of Ground Engineering Conference, Institute of Civil Engineering, pp.11-22.
- Hughes, J. M. O. and Withers, N. J. (1974), "Reinforcing Soft Cohesive Soil with Stone Columns", Ground Engineering, Vol.7, pp.42-49.
- Kang, Y. and Kim, H. T. (2004), "Analysis of Bearing Capacity Characteristics on Granular Compaction Pile - Focusing on the Model Test Results", Journal of the Korean Geo-Environmental Society, Vol.5, No.2, pp.51-62.
- Kim, B. I., Lee, S. W., Kim, B. S., and Lyu, W. K. (2004), "Comparison of Bearing Capacity between SCP and GCP by Unit Cell Model Tests", Journal of the Korean Geotechnical Society, Vol.20, No.8, pp.41-48.
- Kim, I. G., Chosuk construction co., Korea port engineering co. Sekwang Engineering Consultants Co. and Eunsung onshore/offshore Marine & Construction Co. (2021), "Marine soft ground improvement method using ball-type casing, automatic air control device and aggregate for mechanical stabilization", Korea Patent No. 10-2288513-0000.
- Kim, J. H. (2009), "The Experimental Study on Composite Ground Behavior and Aspect of Clay Gone through Compaction Pile of Recycled Aggregate Compaction Piles", M. S. Dissertation, Hongik University, Seoul, Korea
- Kim, M. S. (2016), "The behavior of soft ground reinforced with granular compaction pile", M. S. Dissertation, Chosun University, Gwangju, Korea.
- Korea Ocean Research & Development Institute (KORDI) (2001), "Design and construction guidelines for sand compaction piles and stone columns", Ministry of Oceans and Fisheries (MOF).
- Lee, D. Y., Kang, H. N., and Chun, B. S. (2010), "Characteristics on Shear Strength and Clogging Phenomenon of Bottom Ash and Rammed Aggregate Mixture Compaction Pile", Journal of the Korean Geo-Environmental Society, Vol.11, No.3, pp.33-41.
- Madhav, M. R. and Vitkar, R. P. (1978), "Strip Footing on Weak Clay Stabilized with Granular Trench of Pile", Canadian Geotechnical Journal, Vol.15, No.4, pp.605-609. https://doi.org/10.1139/t78-066
- Park, M. C., Kwon, H. C., Shin H. H., Jang, G. S., and Lee, S. (2011), "An Analysis of the Composite Discharge Capacity Effect with GCP Method", Journal of the Korean Geo-Environmental Society, Vol.12, No.12, pp.37-46.
- You, S. K. and Kin, J. H. (2009), "Experimental Study of Clays Mixed into Compaction Piles", Journal of the Korean Geosynthetics Society, Vol.8, No.4, pp.41-46.