Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall

Engineering Geology

Volumn 129-130, Issue , 2012, Pages 56-67

  Song, Young Suk ^a   Hong, Won Pyo ^b   Woo, Kyu Seok ^c  

^a Korea Institute of Geosceince and Mineral Resources   (South Korea)

^b Chung Ang University   (South Korea)

^c AMC CONSULTANTS PTY LTD   (Australia)

Author keywords

Heavy rainfall; Monitoring system; Slope stability analysis; Stabilizing piles; Wetting front

Indexed keywords

HEAVY RAINFALL; MONITORING SYSTEM; SLOPE STABILITY ANALYSIS; STABILIZING PILES; WETTING FRONT;

GROUNDWATER; HIGHWAY ENGINEERING; PILES; SLOPE PROTECTION; SLOPE STABILITY; WETTING;

RAIN;

DEFLECTION; DEFORMATION; INFILTRATION; INFLATION; LANDSLIDE; MONITORING SYSTEM; PERMEABILITY; PILE; RAINFALL; SLOPE STABILITY; SOIL-STRUCTURE INTERACTION; STABILITY ANALYSIS; WETTING FRONT;

DONGHAE; KANGWON; SOUTH KOREA;

EID: 84862795440     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2012.01.012     Document Type: Article

References (28)

1. Anagnostopoulos C., Georgiadis K. Stabilization of a highway with piles in a landslide area. Proceedings of the 9th International Symposium on Landslides, Rio de Janeiro, Brazil 2004, 1697-1700.
2. Bellezza I., Pasqualini E. Parametric study of the stability of slopes reinforced with piles. Proc. 16th International Conference on SMGE, Osaka 2005, vol. 3:1319-1322.
3. Cai F., Ugai K. Numerical analysis of the stability of a slope reinforced with piles. Soils and Foundations 2000, 40(1):73-84.
4. Evangelista A., Lirer S., Pellegrino A., Ramondini M., Urciuoli G. Interpretation of field measurement for slope stabilization piles. Proceedings of the 9th International Symposium on Landslides, Rio de Janeiro, Brazil 2004, 1593-1598.
5. Hassiotis S., Chameau J.L., Gunaratne M. Design method for stabilization of slopes with piles. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 1997, 123(4):314-323.
6. Ho K.K.S. Recent advances in geotechnology for slope stabilization and landslide mitigation-perspective from Hong Kong. Proceedings of the 9th International Symposium on Landslides, Rid de Janeiro, Brazil 2004, 1507-1560.
7. Hong W.P. Slope stabilization to control landslides in Korea, Geotechnical Engineering Case Histories in Korea. Special Publication to Commemorate the 11th ARC on SMGE, Seoul, Korea 1999, 141-152.
8. Hong W.P., Han J.G. The behavior of stabilizing piles installed in slopes. Proceedings of the 7th International Symposium on Landslides, Trondheim, Norway 1996, vol. 3:1709-1714.
9. Hong W.P., Song Y.S. Development of a computer program to analyze stability of slopes reinforced by the earth retention system. Journal of Engineering Geology 2006, 16(1):45-58. (in Korean with English Abstract).
10. Hong W.P., Han J.G., Song Y.S., Jang D.H. The infiltration behavior of a large-scale cut slope reinforced by stabilizing piles. Proc. 2003 Korean Society of Civil Engineers(KSCE) Annual Conference 2003, 3367-3372. (in Korean).
11. Hong W.P., Han J.G., Yun J.M., Kim T.H., Song Y.S., Lee H.M., Im S.G., Sin G.Y., Lee Y.H., Kim W.Y., Sin D.S. Development of Computer Program and Design Method for Stability Analysis of Slopes Reinforced by Earth Retention System (R&D/2001-B04) 2003, Ministry of Construction and Transportation.
12. Ito T., Matsui T. Methods to estimate lateral force acting on stabilizing piles. Soil and Foundations 1975, 15(4):43-59.
13. Ito T., Matsui T., Hong W.P. Design method for the stability analysis of the slope with landing piers. Soils and Foundations 1979, 19(4):43-57.
14. Ito T., Matsui T., Hong W.P. Design method for stabilizing piles against landslide - one row of piles. Soils and Foundations 1981, 21(1):21-37.
15. Ito T., Matsui T., Hong W.P. Extended design method for multi-row stabilizing piles against landslide. Soils and Foundations 1982, 22(1):1-13.
16. Kang G.C., Song Y.S., Kim T.H. Behavior and stability of a large-scale cut slope considering reinforcement stages. Landslides 2009, 6(3):263-272.
17. Kim, S.K., Hong, W.P., Kim, Y.M., 1991. Prediction of rainfall-triggered landslides in Korea. Proceedings of the 6th International Symposium on Landslides, Christchurch, New Zealand, 989-994.
18. Kim W.Y., Chae B.G., Kim K.S., Cho Y.C., Choi Y.S., Lee C.W., Kim G.Y., Kim J.H., Kim J.M. Prediction and Mitigation of Landslides Hazards, Natural Hazard Prevention Research (N2-03-01-A-02) 2003, Ministry of Science and Technology.
19. Liang R.Y., Yamin M. Three dimensional finite element study of arching behavior in slope/drilled shafts system. International Journal of Numerical and Analytical Methods in Geomechanics 2010, 34:1157-1168.
20. Liang R.Y., Zeng S. Numerical study of soil arching in drilled shafts for slope stabilization. Soils and Foundations 2002, 42(2):83-92.
21. Lumb P. Slope failures in Hong Kong. Quaternary Journal of Engineering Geology 1975, 8:31-65.
22. Matsui T., San K.C. Finite element slope stability analysis by shear strength reduction technique. Soils and Foundations 1992, 32(1):59-70.
23. Ng C.W.W., Zhang L.M., Ho K.K.S. Influence of laterally loaded sleeved piles and pile groups on slope stability. Canadian Geotechnical Journal 2001, 38(3):553-566.
24. Popescu M.E., Schaefer V.R. Landslide stabilizing piles: a design based on the results of slope failure back analysis. Proceedings of the 10th International Symposium on Landslides and Engineered slopes, Xian, China 2008, 1787-1793.
25. Schuster R.L. Keynote paper: Recent advances in slope stabilization. Proc. of 6th ISL, Christchurch, New Zealand 1992, 1715-1745.
26. Song Y.S., Chae B.G., Cho Y.C., Kim K.S., Lee C.O. Research on a Decision Method for Susceptible Area of Slope Hazards Using GIS Technique (R&D/06-Construction Core-B5) 2009, Ministry of Land, Transport and Maritime Affairs.
27. Won J., You K., Jeong S., Kim S. Coupled effects in stability analysis of pile-slope systems. Computers and Geotechnics 2005, 32:304-315.
28. Yamin M., Liang R.Y. Limiting equilibrium method for slope/drilled shafts system. International Journal of numerical and analytical Methods in Geomechanics 2010, 34:1063-1075.