Journal of Engineering and Applied Sciences

Year: 2017
Volume: 12
Issue: 19
Page No. 5012 - 5017

Determination of Active Pressure Exerted on Retaining Walls with a Circular Failure Wedge Using the Horizontal Slices Method in Cohesive-Frictional Soil

Authors : Mojtaba Ahmadabadi, Mohammad Karim Faghirizadeh, Samad Hosseini and Misagh Naghibi

References

Ahmadabadi, M. and A. Ghanbari, 2009. New procedure for active earth pressure calculation in retaining walls with reinforced cohesive frictional backfill. Geotext. Geomembr., 27: 456-463.

Ahmadabadi, M., G. Namvarchi, M. Sharifi and M. Rezaei, 2016. Assessment of shear strength and vertical stress variations in cohesive-frictional soil slopes. J. Eng. Appl. Sci., 11: 292-296.

Cheng, Y.M., 2003. Seismic lateral earth pressure coefficients for C-φ soils by slip line method. Comput. Geotech., 30: 661-670.
Direct Link  |  

Das, B.M. and V.K. Puri, 1996. Static and dynamic active earth pressure. Geotech. Geol. Eng., 14: 353-366.
CrossRef  |  Direct Link  |  

Ghanbari, A. and M. Ahmadabadi, 2010. Active earth pressure on inclined retaining walls in static and seismic conditions. Int. J. Civil Eng., 8: 159-173.

Ghanbari, A. and M. Ahmadabadi, 2010. New analytical procedure for seismic analysis of reinforced retaining wall with cohesive-frictional backfill. Geosynthetics Intl., 17: 1-16.

Ghanbari, A. and M. Ahmadabadi, 2010. Pseudo dynamic active earth pressure analysis of inclined retaining walls using horizontal slices method. Sci. Iran., 17: 1026-3098.

Ghanbari, A. and M. Taheri, 2012. An analytical method for calculating active earth pressure in reinforced retaining walls subject to a line surcharge. Geotext. Geomembr., 34: 1-10.
Direct Link  |  

Kashani, K.Z., 1979. Sliding of gravity retaining wall during earthquakes onsidering vertical accelerations and changing inclination of failure surface. Ph.D Thesis, Massachusetts Institute of Technology, Cambridge, Massachusetts.

Lin, M., 2015. Stability analysis of cutting high loess slope. Proceedings of the International Conference on Mechatronics, Electronic, Industrial and Control Engineering (MEIC 2015), April 1-3, 2015, Atlantis Press, Amsterdam, Netherlands, pp: 380-384.

Mononobe, N. and H. Matsuo, 1929. On the determination of earth pressure during earthquakes. Proc. World Eng. Congr., 9: 179-187.

Rankine, W.J.M., 1857. On the mathematical theory of the stability of earth work and masonry. Proc. R. Soc., 8: 69-87.

Segrestin, P., 1992. Design of sloped reinforced fill structure. Proceedings of the Conference on Retaining Structures, July 20-23, 1992, Institute of Civil Engineering, London, England, pp: 574-584.

Shahgholi, M, A. Fakher and C.J.F.P. Jones, 2001. Horizontal slice method of analysis. Geotech., 51: 881-885.

Vieira, C.S., 2014. A simplified approach to estimate the resultant force for the equilibrium of unstable slopes. Intl. J. Civ. Eng., 12: 65-71.

Design and power by Medwell Web Development Team. © Medwell Publishing 2024 All Rights Reserved