Abstract
Many researches have tried to specify the best position of pile to stabilize the earth slope. This article investigates the best position of pile on earth slope despite different results obtained from previous researches. Slope crown, downslope and middle of slope are positions obtained by researchers for installing the pile on earth slope. Limit analysis (LA), limit equilibrium method (LEM), experimental and finite element (FE) methods have been used for finding the best position of pile. This article investigates a solution to unify the results of entire methods and finding the best position for installing the pile. The results of all methods comply with another and present a unique failure mechanism. The experimental and FE methods indicated that the best pile position in cohesion less soils is at the middle of slope; and the best position in cohesive soils is in the one-third middle area. It can be concluded that the near to XF/LX = 1/2 of slope is the best location for installation of pile.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Ashour M, Ardalan H (2012) Analysis of pile stabilized slopes based on soil–pile interaction. Comput Geotech 39:85–97
Ausilio E, Conte E, Dente G (2001) Stability analysis of slopes reinforced with piles. Comput Geotech 28:591–611
Duncan JM, Wright SG (2004) Soil strength and slope stability. Wiley, USA
Hassiotis S, Chameau JL, Gunaratne M (1997) Design method for stabilization of slopes with piles. J Geotech Geoenviron Eng 123(4):314–323
Ito T, Matsui T, Hong PW (1981) Design method for stabilizing piles against landslide one row of piles. Soils Found 21(1):21–37
Kourkoulis R, Gelagoti F, Anastasopoulos I, Gazetas G (2012) Hybrid method for analysis and design of slope stabilizing piles. J Geotech Geoenviron Eng 138(1):1–14
Li X, Pei X, Gutierrez M, He S (2012) Optimal location of piles in slope stabilization by limit analysis. Acta Geotech 7:253–259
Nian TK, Chen GQ, Luan MT, Yang Q, Zheng DF (2008) Limit analysis of the stability of slopes reinforced with piles against landslide in nonhomogeneous and anisotropic soils. Can Geotech J 45(8):1092–1103
Poulos HG (1995) Design of reinforcing piles to increase slope stability. Can Geotech J 32:808–818
Shin EC, Patra CR, Rout AK (2006) Automated stability analysis of slopes stabilized with piles. KSCE J Civ Eng 10(5):333–338
Wei WB, Cheng YM (2009) Strength reduction analysis for slope reinforced with one row of piles. Comput Geotech 36:1176–1185
Wang L, Zhang G (2013) Pile-reinforcement behavior of cohesive soil slopes: numerical modeling and centrifuge testing. J Appl Math (Article ID 134124):15
Won J, You K, Jeong S, Kim S (2005) Coupled effects in stability analysis of soil–pile systems. Comput Geotech 32(4):304–315
Zeng S, Liang R (2002) Stability analysis of drilled shafts reinforced slope. Soils Found 42(2):93–102
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Hajiazizi, M., Heydari, F. (2020). Best Position of Pile in Earth Slope. In: Mohamed Nazri, F. (eds) Proceedings of AICCE'19. AICCE 2019. Lecture Notes in Civil Engineering, vol 53. Springer, Cham. https://doi.org/10.1007/978-3-030-32816-0_40
Download citation
DOI: https://doi.org/10.1007/978-3-030-32816-0_40
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-32815-3
Online ISBN: 978-3-030-32816-0
eBook Packages: EngineeringEngineering (R0)