Stability analysis of pile-slope system

Scientific Research and Essays

Volumn 4, Issue 9, 2009, Pages 842-852

  Firat, Seyhan ^a  

^a SAKARYA UNIVERSITY   (Turkey)

Author keywords

Finite difference; Lateral soil movement; Safety factor; Slope stability; Soil pile interaction

Indexed keywords

EID: 70349645129     PISSN: None     EISSN: 19922248     Source Type: Journal    
DOI: None     Document Type: Review

References (27)

1. Abramson LW, Lee TS, Sharma S, Boyce GM (1996). Slope Stability and Stabilisation Methods, John Wiley and Sons.
2. Anagnastopoulos C, Hada M, Fukuoka M (1991). Piles as Landslides Countermeasures-Model Study, Landslides, (Bell, D.H. ed.), A.A. Balkema, Rotterdam.
3. Ausilio E, Conte E, Dente G (2001). Stability Analysis of Slopes with Piles, Comput. Geotech. 28: 591-611.
4. Bishop AW (1955). The Use of the Slip Circle in the Stability Analysis of Earth Dams Geotechnique 5(1): 7-17.
5. Chen L, Poulos HG (1997). Pile Subjected to Lateral Soil Movements, J. Geotech. Geoenviron. Eng. ASCE 123(9): 802-811.
6. De Beer E, Carpentier R (1977). Discussions: Methods to Estimate Lateral Force Acting on Stabilizing Piles, Soils Found. 17(1): 68-82.
7. Fellenius W (1936). Calculation of the Stability of Earth Dams, Proceedings of the Second Congress on Large Dams, Washington 4: 445-459.
8. Firat S (1999). Critical Assessment of Existing Slope Stability Formulae Analysis and Application to Slope Stabilisation, Ph.D Thesis, University of Glamorgan.
9. Firat S, Saribiyik M, Çelebi E (2006). Lateral Load Estimation from Visco-Plastic Mud-Flow Around Cylindrical Row of Piles, J. Appl. Math. Comput. 73(2): 803-821.
10. Fredlund DG, Krahn J (1977). Comparison of Slope Stability Methods of Analysis, Can. Geotech. J. 14(3): 429-439.
11. Hassiotis S, Chameau JL, Gunaratne M (1997). Design Method for Sta bilization of Slopes with Piles, J. Geotech. Geoenviron. Eng. ASCE 123(4): 314-323.
12. Ito T, Matsui T (1978). Discussions: Methods to Estimate Lateral Force Acting on Stabilising Piles, Soils Found. 18(2): 41-44.
13. Ito T, Matsui T (1975). Methods to Estimate Lateral Force Acting on Stabilizing Piles, Soils Found. 15(4): 43-59.
14. Ito T, Matsui T, Hong WY (1979). Design Method for the Stability Analysis of the Slope with Landing Pier, Soils Found. 19 (4): 43-57.
15. Ito T, Matsui T, Hong WY (1982). Extended Design Method for MultiRow Stabilizing Piles Against Landslide, Soils Found. 22(1): 1-13.
16. Janbu N (1954). Application of Composite Slip Surfaces for Stability Analysis, Proceedings of the European Conference on Stability of Earth Slope 3: 43-49.
17. Jeong S, Kim B, Won J, Lee J (2003). Uncoupled Analysis of Stabilizing Pile in Weathered Slopes, Computers and Geotechnics 30: 671-682.
18. Lee CY, Hull TS, Poulos HG (1995). Simplified Pile-Slope Stability Analysis, Comput. Geotech. 17: 1-16.
19. Martin GR, Chen CY (2005). Response of Piles due to Lateral Slope Movement, Comput. Structure 83: 588-598.
20. Morgenstern NR, Price VE (1965). The Analysis of the Stability of General Slip Surfaces, Geotech. 15(1): 79-93.
21. Popescu ME (1991). Landslide Control by Means of a Row of Piles, Keynote paper, Proceeding International Conference in Slope Stability Engineering, Thomas Telford, London pp. 389-394.
22. Poulos HG (1995). Design of Reinforcing Piles to Increase Slope Stability, Can. Geotech. J. 32: 808-818.
23. Reese LC, Wang ST, Fouse JL (1992). Use of Drilled Shafts in Stabilizing a Slope, Stability and Performance of Slopes and Embankments-II, (Seed, R.B. and Boulanger R.W. ed.), Geotechnical Special Publication, ASCE 31(2): 1318-1332.
24. Sarma SK (1973). Stability Analysis of Embankments of Slopes, Geotech. 23(3): 423-433.
25. SLOPE (1993). Slope Stability and Reinforced Soil Analysis Program, by D.L. Borin, Distributed by Geosolve.
26. Spencer E (1967). A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces, Geotech. 17(1): 11-26.
27. Won J, You K, Jeong S, Kim S (2005). Coupled Effects in Stability Analysis of Pile-Soil Systems, Comput. Geotech. 32: 304-315.