Abstract
The slopes of weak soil are very unstable and can cause serious damage of life and property if not analysed and reinforced properly. There are various methods of improving the stability of slopes; one such method is installing anti-slide piles. In this study, anti-slide piles have been used to improve stability of considered soil slope and analysed variation of various parameters like pile spacing, length and pile position with respect to FOS of the slope [1, 2]. After analysis, it was found that as pile length increases the FOS increases only up to a critical pile length, as pile spacing decreases the FOS increases and maximum FOS is obtained when pile is positioned somewhere between toe and heel of the slope. Bending moment and shear forces were also quantified on the critical length of anti-slide pile [3, 4].
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References
Ito T, Matsui T, Hong WP (1981) Design method for stabilizing piles against landslide—one row of piles. Soils Found 21(1):21–37
Manual for soil stability software, GE05 2020 software
Poulos HG (1995) Design of reinforcing piles to increase slope stability. Can Geotech J 32(5):808–818
Qin HY, Guo WD (2010) Pile responses due to lateral soil movement of uniform and triangular profiles. In: Proceedings of the GeoFlorida 2010, advances in analysis, modeling, and design, pp 1515–1522
Griffiths DV, Lin H, Cao P (2010) A comparison of numerical algorithms in the analysis of pile reinforced slopes. In: Proceedings of the GeoFlorida 2010, advances in analysis, modeling, and design, pp 175–183
Abramson LW, Lee TS, Sharma S, Boyce GM (2002) Slope stability and stabilization methods, 2nd ed. Wiley, New York, USA. ISBN 0-471-38493-3
Canyu Cheng, Furong Luo, Chengzhi QI et al (2012) Comparative analysis of slope stability by strength reduction method. J Rock Soil Mech 33:3472–78
Kang F, Jianwei Z (2009) Application of ABAQUS in geotechnical engineering. China Water &Power Press, Beijing, pp 393–394
Fredlund DG, Krahn J (1977) Comparison of slope stability methods of analysis. Can Geotech J 14(3):429–439. https://doi.org/10.1139/t77-045
Guo WD, Qin HY (2010) Thrust and bending moment of rigid piles subjected to moving soil. Can Geotech J 47(2):180–196
Jian PL, Benning Q, Shanguang Q (2010) Uniformity of slope Instability criteria of slope based on strength reduction method. J Rock Soil Mech 35(5):1430–37
Poulos HG, Chen LT, Hull TS (1995) Model tests on single piles subjected to lateral soil movement. Soils Found 35(4):85–92
Yoon YH, Heung W, Mun B (2010) Simplified design approach of laterally loaded short piles on finite slope in cohesionless soil. In: Proceedings of the GeoFlorida 2010, advances in analysis, modeling, and design, pp 1767–1776
Yingren Z, Xiaosong T, Shangyi Z et al (2009) Strength reduction and step-loading finite element approaches in geotechnical engineering. J Rock Mech Geotech Eng 1(1):21–30
Yuanfu Zhou, Jianhu Deng, Yulong Cui et al (2014) Instability criterion of three-dimensional strength reduction with FEM. J Rock Soil Mech 31(10):3337–3341
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Shams, R., Hussain, A. (2021). Analysis of Effect of Anti-slide Pile on Stability of Slopes. In: Kumar Shukla, S., Raman, S.N., Bhattacharjee, B., Bhattacharjee, J. (eds) Advances in Geotechnics and Structural Engineering. Lecture Notes in Civil Engineering, vol 143. Springer, Singapore. https://doi.org/10.1007/978-981-33-6969-6_22
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DOI: https://doi.org/10.1007/978-981-33-6969-6_22
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