Stability Analysis of the Earth Embankments Subjected to Natural Cyclic Processes

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The paper brings out the stability analysis of the earth embankments subjected to specific natural cyclic processes such as tides in India and freeze-thaw in Romania. The Sundarban, along the Bay of Bengal, is a low tide-dominated deltaic plain of the Ganga-Brahmaputra-Meghna basin (GBM) spreading over India and Bangladesh around 25,500 sq.km. The 3520km of riverside embankments had been erected to protect the deltaic plain from tidal flooding. The tidal cycle in this region is twice high tide and low tide daily. Presently, the Indian Sundarban Delta is under the threat to embankment failure. The study analyses the stability of an 8 m height embankment in the Gosaba region of Sundarban considering a 2m wide earth filled berm at 6m from the bottom of varying clay core thickness under the transient groundwater flow. Pore pressure, Flow net and Phreatic surface have been obtained by numerical models using FLAC 2D software, thus the factor of safety being analysed. In Romania, built on the of the highway A1 Orăştie-Sibiu section crossing the clayey hills from Aciliu and Apoldu known for their instability, the embankment around the abutment pier from Apoldu broke up at the entry to the Aciliu Viaduct. The layers of permeable soil soaked with water become heavy instead the waterproof layers keep the water above them creating sliding surfaces. The water is channelled to dozens of springs that appear or disappear depending on each micro-slip or fallen water amount. By freezing the water expands on the ground determining additional efforts, the cycle iterating with each rain and freeze-thaw.

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389-396

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March 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] L. Badea, M. Sandu, Geomorphological profile through depressions Apold and Săliştei, SCGGG- Geogr., XXII, (1975).

Google Scholar

[2] A. W. Bishop, The use of the slip circle in the stability analysis of slopes, Geotechnique V, No. 1, 1955, pp.7-17.

Google Scholar

[3] M. Costea, The impact of current geomorphological processes on the slope stability and transport infrastructure. Case study: E81-DN1- the Aciliu-Apoldu de Sus road sector, Geographical Forum No. 7, Ed. U. Craiova, (2008).

Google Scholar

[4] D. Hansen and A. Roshanfekr, Assessment of Potential for Seepage-Induced Unraveling Failure of Flow-Through Rockfill Dams, Int. J. Geomech. 12, 2012, pp.560-573.

DOI: 10.1061/(asce)gm.1943-5622.0000145

Google Scholar

[5] Huang and Jia, Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage Computer and Geotechnics, Vol. 36, 1-2, 2009, pp.93-101.

DOI: 10.1016/j.compgeo.2008.03.006

Google Scholar

[6] M. Khalilzad, M. A. Gabr, M. E. Hynes, Deformation-Based Limit State Analysis of Embankment Dams Including Geometry and Water Level Effects, Int. J. Geom., 2014, pp.1-11.

DOI: 10.1061/(asce)gm.1943-5622.0000435

Google Scholar

[7] Rakhshandehroo and Pourtouiserkani, IJST, Transactions of Civil Engineering, Predicting Doroodzan dam hydraulic behavior during rapid drawdown, Vol. 37, No. C2, 2013, pp.301-310.

Google Scholar

[8] M. Sandu, Apold depression. Geomorphological features, BSSGR, VI, Bucureşti, (1982).

Google Scholar

[9] D. Zumr, M. Císlerová Soil moisture dynamics in levees during flood events – Variably saturated approach , J. Hydrol. Hydromech., 58, (2010).

DOI: 10.2478/v10098-010-0007-z

Google Scholar

[10] GEO-SLOPE Int., Seepage modeling with SEEP/W, an engineering methodology, (2012).

Google Scholar

[11] USBR (U.S. Bureau of Reclamation), Chapter 8: Seepage. Design Standards No. 13, Embankment Dams, U.S. Dept. of Interior, Washington, DC, (2011).

Google Scholar