References
- Broms, B. B. (1994), "Design and Construction of Structured and Anchored Sheet Pile Walls in Soft Clay", Proce. of the KGS Fall '94 Nat. Conference, pp.1-59.
- Clough, G. W. and O'Rourke, T. D. (1990), "Construction Induced Movements of In-situ Walls", Design and Performance of Earth Retaining Structures, GSP, No.25, ASCE, pp.439-470.
- Clough, G. W. and Tsui, Y. (1974), "Performance of Tie Back Walls in Clay", J. of Geotechnical Eng. Div., ASCE, Vol.100, No. GT12, pp.l259-1274.
- D'Appolonia, E., Alperstein, R., and D'Appolonia, D. J. (1967), "Behaviour of Colluvial Slope", Journal of the Soil Mechanics and Foundations Division, 93, pp.447-473.
- De Beer, E. E. and Wallays, M. (1972), "Forces Induced in Piles by Unsymmetrical Surcharges on the Soil Round the Piles", Proc., 5th Conf. on Soil Mechanics and Foundation Engineering, 1, Spanish Society for Soil Mechanics and Foundation, Madrid, Spain, pp. 325-332.
- Femandes, M. A., Cardoso, A. J S., Trigo, J F. C., and Marques, J M. M. C. (1994), "Finite Element Modelling of Supported Excavations", Soil Structure Interaction : Numerical Analysis and Modelling - Chapter 9, Ed. by Bull, E & FN SPON, pp.315-358.
- Goldberg, D. T., Jaworski, W. E., and Gordon, M. D. (1976), Lateral Support Systems and Underpinning, Reports No. FHWA-RD-75-128, 129 and 130(vol 1, II, III), FHA, Washington D.C.
- Hashash, Youssef M. A. and Whittle, Andrew J. (1996), "Ground Movement Prediction for Deep Excavations in Soft Clay", J. of Geotechnical Engineering, Vol.122, No.6, pp.474-486. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:6(474)
- Heyman, L. and Boersma, L. (1961), "Bending Moment in Piles due to Lateral Earth Pressure", Proc., 5th ICSMFE, 2, pp.425-429.
- Hong, W.P. and Han, J.G. (1996), "The behavior of Stabilizing Piles Installed in Slopes", Proceedings of the 7th International Symposium on Landslides, Rotterdam, pp.1709-1714.
- Hong, W.P., Han, J.G., and Nam, J.M. (1997), "Stability of a Cut Slope Reinforced by Stabilizing Piles", Proceedings of International Conference on Soil Mechanics and Foundation Engineering, pp. 1319-1322.
- Hong, W. P., Han, J. G., and Song, Y. S. (1999), "The use of Piles to Cut Slopes Design in Cohesive Soils", J. of the Korean Geotechnical Society, Vol.15, No.5, pp.157-170.
- Ito, T. and Matsui, T. (1975), "Methods to Estimate Lateral Force Acting on Stabilizing Piles", Soils and Foundations, Japanese Society of Soil mechanics and Foundation Engineering, Vol.15, No.4, pp. 43-60.
- Jeong, S. S., Won, J, O., Park, J. B., and Kim, S, Y. (2001), "Simplified Design Method for Stabilizing Piles and its Application", J. of the Korean Geotechnical Society, Vol.17, No.12, pp.5-14.
- Kim, J. H. (2014), "Model Test of Stabilizing Measures for Ground Failure Due to Soft Ground Excavation", J. of the Korean Society of Civil Engineering, Vol.34, No.3, pp.907-917. https://doi.org/10.12652/Ksce.2014.34.3.0907
- Kitazima, S. and Kishi, S. (1967), "An Effect of Embedded Pipes to Increase Resistance Against Circular Slides in Soft Clay Foundation", Technical Note of Port and Harbour Research Institute, 29, pp. 63-94.
- Kourkoulis, R., Gelagoti, F., Anastasopoulos, I., and Gazetas, G., (2009), "Slope Stabilizing Piles and Pile-groups: Parametric Study and Design Insights", Journal of Geotechnical and Geoenvironmental Engineering, Vol.137, No.7, pp.663-677. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000479
- Mana, A. 1. and Clough, G. W. (1981), "Prediction of Movements for Braced Cuts in Clay", J. of Geotechnical Eng. Div., ASCE, Vol.107, GT 6, pp.759-777.
- Nicu, N. D., Antes, D. R., and Kesslerr, S. (1971), "Field Measurements on Instrumented Piles under an Overpass Abutment", Highway Research Record, Washington, DC.
- Lee, S. H. (2005), "A Study on Slope Safety Factor Variation by Pile Construction Depth and Space", J. of the Korean Geotechnical Society, Vol.21, No.2, pp.115-121.
- Leussink, H. and Wenz, K. P. (1969), "Storage Yard Foundations on Softcohesive Soils", Proc., 7th ICSMEE, 2, pp.149-155.
- Li, C., Wu, J., Tang, H., Wang, J., Chen, F., and Liang, D. (2015), "A Novel Optical Plane Arrangement of Stabilizing Piles based on Soil Arching Effect and Stability Limit for 3D Colluvial Landslides", Engineering Geology, Vol.195, pp.236-247. https://doi.org/10.1016/j.enggeo.2015.06.018
- Oakland, M.W. and Chameau, J. L. A. (1984), "Finite-element Analysis of Drilled Piers used for Slope Stabilization", Laterally loaded deep foundations: Analysis and performance, ASTM, West Conshohocken, PA. pp.182-193.
- Peck, R. B. (1969), "Deep Excavations and Tunnelling in Soft Ground", 7th ICSMFE. State-of-Art, Vol.108, pp.1008-1058.
- Timoshenko (1970), Theory of Elasticity 3/e, Mcgraw-Hill.
- Poulos, H.G. and Chen, L.T. (1997), "Pile Response due to Excavation-induced Lateral Soil Movment", Journal of Geotechnical and Geoenvironmental Engineering, Vol.123, No.2, pp.94-99. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:2(94)
- Zhou, C., Shao, W., and van Westen, C. (2014), "Comparing Two Methods to Estimate Lateral Force Acting on Stabilizing Piles for a Landslide in the Three Gorges Reservoir, China", Engineering Geology, Vol.173, pp.41-53. https://doi.org/10.1016/j.enggeo.2014.02.004