Chung, H. S. and Kim, D. Y.(2002). “Characteristics of bearing capacity and settlement according to the difference of loading plate size.” Journal of Korean Geotechnical Society, Vol. 18, No. 4, pp. 179-188(in Korean).Chung, H. S. and Kim, D. Y.(2002). “Characteristics of bearing capacity and settlement according to the difference of loading plate size.” Journal of Korean Geotechnical Society, Vol. 18, No. 4, pp. 179-188(in Korean).

Kim, D. H. and Yamamoto, K.(2004). “Upper bound limit analysis of bearing capacity for surface foundations on sand overlying clay.” Journal of Korean Geotechnical Society, Vol.20, No.3, pp.85-96(in Korean).Kim, D. H. and Yamamoto, K.(2004). “Upper bound limit analysis of bearing capacity for surface foundations on sand overlying clay.” Journal of Korean Geotechnical Society, Vol.20, No.3, pp.85-96(in Korean).

Kim, J. G., Choi, G. Y. and Han, S. H.(2012). “Method for structural steel mat to secure trafficability on access road on soft ground.” Proceedings of the Korean Society of Civil Engineers, pp.1314-1317(in Korean).Kim, J. G., Choi, G. Y. and Han, S. H.(2012). “Method for structural steel mat to secure trafficability on access road on soft ground.” Proceedings of the Korean Society of Civil Engineers, pp.1314-1317(in Korean).

Kwon, O. S., Jang, I. S., Park, W. S. and Yum, K. D.(2002a). “Consolidation settlement of the soft ground breakwater.” Journal of the Korean Society of Civil Engineers, Vol.22, No.1-B, pp.57-66(in Korean).Kwon, O. S., Jang, I. S., Park, W. S. and Yum, K. D.(2002a). “Consolidation settlement of the soft ground breakwater.” Journal of the Korean Society of Civil Engineers, Vol.22, No.1-B, pp.57-66(in Korean).

Kwon, O. S., Jang, I. S., Park, W. S. and Yum, K. D.(2002b). “Applicability Evaluation of One Dimensional Consolidation Theory to the New Type Soft Ground Breakwater.” Journal of the Korean Society of Civil Engineers, Vol.22, No.6-B, pp.833-842(in Korean).Kwon, O. S., Jang, I. S., Park, W. S. and Yum, K. D.(2002b). “Applicability Evaluation of One Dimensional Consolidation Theory to the New Type Soft Ground Breakwater.” Journal of the Korean Society of Civil Engineers, Vol.22, No.6-B, pp.833-842(in Korean).

Lee, S. W., Hong, K. J., Cho, S. H. and Sim, Y. S.(2007). “Design and manufacturing of composite rigmat for temporary road in development of oil fields.” Proceedings of the Korean Society of Civil Engineers, pp.166-169(in Korean).Lee, S. W., Hong, K. J., Cho, S. H. and Sim, Y. S.(2007). “Design and manufacturing of composite rigmat for temporary road in development of oil fields.” Proceedings of the Korean Society of Civil Engineers, pp.166-169(in Korean).

Lee, Y. G.(2003). “Technique of temporary road by steel plate for secure the drivability on weak ground.” Geotechnical Engineering, Korean Geotechnical Society, Vol.19, No.8, pp.31-37(in Korean).Lee, Y. G.(2003). “Technique of temporary road by steel plate for secure the drivability on weak ground.” Geotechnical Engineering, Korean Geotechnical Society, Vol.19, No.8, pp.31-37(in Korean).

Vesic, A. S. (1973). “Analysis of ultimate loads of shallow foundations.” Journal of the Soil Mechanics and Foundation Engineering Division, American Society of Civil Engineers, Vol.99, No.SM1, pp.45-73.Vesic, A. S. (1973). “Analysis of ultimate loads of shallow foundations.” Journal of the Soil Mechanics and Foundation Engineering Division, American Society of Civil Engineers, Vol.99, No.SM1, pp.45-73.