References
- Chandrasekaran, V. S. and King, G. J. W. (1974). "Simulation of excavation using finite element." Jour. OF. S.M.F., ASCE, Vol. 110, No. GT910, pp. 1604-1089.
- Clough, G. W. and O'Rourke, T. D. (1990). "Construction induced movements of insitu walls. Design and performance of earth retaining structures." Geotechnical Special Publication, No. 25, ASCE, pp. 439-470.
- Finno, P. J. and Harahop, I. S. (1991). "Finite element analysis of HDR-4 excavation." Ged, ASCE, Vol. 117, No. 10, pp. 1590-1609.
- Goldberg, D, T., Jaworski, W, E. and Gordon, M. D. (1976). Lateral support systems and underpining, Report FHWA-RD-75-128, Vol. 1, Federal Highway Adminstration Washington, D.C.
- Han, J. T., Cho, J. S., Yoo, M. T. and Lee, S. H. (2009). "A study on seismic retrofit design of the stabilized piles by 1g shaking table tests and pseudo-static analysis." Journal of the Korean Society of Hazard Mitigation, Korean Society of Hazard Mitigation, Vol. 11, No. 2, pp. 93-101 (in Korean).
- Hong, W. P., Lee, M. K. and Lee, J. H. (2006). "Model tests on ground deformation during trench excavation for diaphragm walls." Journal of the Korean Geotechnical Society, Korean Geotechnical Society, Vol. 22, No. 12, pp. 77-88 (in Korean).
- Hong, W. P., Lee, M. K., Yun, J. M. and Lee, J. H. (2007). "The effects of ground deformation caused by surcharge loads during trench excavation." Journal of the Korean Civilengineering Society, KSCE, Vol. 27, No. 3, pp. 185-193 (in Korean).
- Ito, T., Matsui, T. and Hong, W. P. (1981). "Design method for stabilizing piles against landslide-one row of piles." Soils and Foundations, Vol. 21, No. 1, pp. 21-37. https://doi.org/10.3208/sandf1972.21.21
- Ito, T., Matsui, T. and Hong, W. P. (1982). "Extended design method for multi-row stabilizing piles against landslide." Soils and Foundations, Vol. 22, No. 1, pp. 1-13.
- Jeong, S. S., You, K. H. and Lee, S. K. (2003). "Coupled effect of Pile/Slope systems." Journal of the Korean Geotechnical Society, Korean Geotechnical Society, Vol. 19, No. 5, pp. 163-173 (in Korean).
- Juran, I. and Elias, V. (1991). Ground anchors and soil nails in retaining structure, 2nd, Ed, Fang, H. Y, pp. 892-896.
- Kim, J. H. (2011). "Numerical analysis about pile reinforcement effect for restraint of lateral displacement occurring in the embankment on soft ground." J. Korean Geosynthetics Society, Korean Geosynthetics Society, Vol. 10, No. 4, December, 2011, pp. 1-10 (in Korean).
- Lee, S. H. (2005). "A study on slope safety factor variation by pile construction depth and space." Journal of the Korean Geotechnical Society, Korean Geotechnical Society, Vol. 21, No. 1, pp. 115-121 (in Korean).
- Lei W., Nadarajah Ravichandran, C. and Hsein, J. (2012). "Bayesian updating of KJHH model for prediction of maximum ground settlement in braced excavations using centrifuge data." Computers and Geotechnics, 44, pp. 1-8. https://doi.org/10.1016/j.compgeo.2012.03.003
- Peck, R. B. (1969). "Deep excavations and tunnelling in soft ground." 7th ICSMFE. State-of-Art, Vol. 108, pp. 1008-1058.
- Sidney, S. Y. L. (2010). Ground movements due to excavation in clay : Physical and Analytical Models, Ph. D Dissertation. University of Cambridge Churchill College, Cambridge.
- Terzaghi, K. and Peck, R. B. (1948). Soil mechanics in engineering practice, 1st Ed., John Wiley and Sons, New York, pp. 345-352.
- Terzaghi, K. and Peck, R. B. (1967). Soil mechanics in engineering practice, 2nd Ed., John Wiley and Sons, New York, pp. 394-413.
- Tschebotarioff, G. P. (1973). Foundations, retaining and earth structure, McGraw-Hill, New York, pp. 415-457.
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