Abstract
Yazoo clay soil is highly expansive in nature and extends over central Mississippi, Alabama, and Southern Louisiana. Shallow slope failure is frequent in embankments constructed using Yazoo clay due to rainfall volume and climatic variation. This study investigates the effect of different intensities and volumes of rainfall on slopes constructed of Yazoo clay soil in Mississippi. The coupled flow-deformation analysis was conducted using the finite element method (FEM) in PLAXIS to investigate the unsaturated hydromechanical behavior of the slopes. Weathered Yazoo clay soil samples were collected and tested in laboratory conditions to investigate the soil index properties, soil strength parameters, and soil water characteristics curve. The historical rainfall pattern of Mississippi from National Oceanic and Atmospheric Administration (NOAA) is evaluated at different intensities (2 to 50 mm/h) and duration of rainfall (30 min to 7 days) based on return periods of 50, 100, and 500 years. Three fill slopes constructed using Yazoo clay soil, with slope ratios of 2H:1V, 3H:1V, and 4H:1V, are investigated. The rainfall pattern is applied to the top boundary of the slope in PLAXIS. The investigation results indicated that rainfall water infiltrated the top part of the slope, near the crest, resulting in the reduction of both the matric suction and the factor of safety of the slope.
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References
Bulut, R., Lytton, R. L., & Wray, W. K. (2001): Soil suction measurements by filter paper. In Expansive clay soils and vegetative influence on shallow foundations. https://ascelibrary.org/doi/abs/10.1061/40592(270)14
Damiano, E., Mercogliano, P. (2013): A simulation chain for early prediction of rainfall-induced landslides. Springer, International Publisher Science, Technology, Medicine. https://link.springer.com/article/10.1007/s10346-013-0430-4
Day, R.W., Axten, G.W.: Surficial stability of compacted clay slopes. J. Geophys. Eng. (1989) https://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1989)115:4(577)
Fredlund, D.G., Rahardjo, H.: Soil Mechanics for Unsaturated Soils. Wiley (1993) https://onlinelibrary.wiley.com/doi/book/10.1002/9780470172759
Genuchten, V.: A closed-formed equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. (1980) https://scholar.google.com/scholar?hl=en&as_sdt=0%2C25&q=A+closed formed+equation+for+predicting+the+hydraulic+conductivity+of+unsaturated+soils&btnG=
Griffiths, D.V., Lane, P.A.: Slope stability analysis by finite elements. Geotechnique. 49(3), (1999) https://scholar.google.com/scholar?hl=en&as_sdt=0%2C25&q=Slope+stability+analysis+by+finite+elements&btnG=
Hossain, S., Ahmed, S., Khan, M.S., Aramoon, A., Thian, B (2017).: Expansive subgrade behavior on a state highway in North Texas. Geotechnical and Structural Engineering Congress. https://trid.trb.org/view/1397803
Hossain, M.S., Hossain, J., Lozano, N., Khan, M.S., Kibria, G. (2012): Investigation of geohazard potential of highway embankment slopes on expansive clay by using the geophysical method. Geocongress. American Society of Civil Engineers, Oakland. http://www.worldscientific.com/doi/abs/10.1142/9789814365161_0073
Hossain, J., Hossain, M.S., Hoyos, L.R. (2013): Effect of rainfall on stability of unsaturated earth slope constructed on expansive clay. Geocongress. American Society of Civil Engineers, San Diego. https://ascelibrary.org/doi/10.1061/9780784412787.042
Hossain, J. (2011): Geo-hazard potential of rainfall induced slope failure on expansive clay. PhD dissertation, The University of Texas at Arlington, 1–210 https://rc.library.uta.edu/uta-ir/handle/10106/11619
Khan, M.S., Hossain, S., Ahmed, A., Faysal, M. (2016): Investigation of shallow slope failure on expansive clay in Texas. Eng. Geol. Science Direct, ENGEO-04394, 1-12. https://www.sciencedirect.com/science/article/pii/S0013795216304616
Khan, M.S., Nobahar, M., Ivoke, J., and Amini, F. (2017): Rainfall-induced shallow slope failure over Yazoo clay in Mississippi. 2nd Pan American Conference on Unsaturated Soils (Unsaturated Soil Mechanics for Sustainable Geotechnics), GEO-Institute-ASCE, Dallas, TX, USA, Nov 12–15, pp.153–162, GSP 302, ISBN 9780784481691. https://doi.org/10.1061/9780784481691.016
Khan, M.S., Ivoke, J., Nobahar, M., and Kibria, G. (2019): Effect of wet-dry cycle on the void ratio of expansive Yazoo clay. Geo-Congress, Geo-Institute, ASCE, Philadelphia, PA, USA, GSP 310, Accession Number 01657868, (580–589) https://ascelibrary.org/doi/10.1061/9780784482124.059
Kristo, C., Rahardjo, H., Satyanaga, J. (2017): Effect of antecedent rainfall patterns on rainfall-induced slope failure. J. Geotech. Geoenviron. Eng. ASCE. https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0000451
Lee, J., Landris, T. (2014). “State Study 151 and 236: Yazoo Clay Investigation”. Transportation Research Board (TRB), Annual Meeting. https://trid.trb.org/view/1300323. Accessed 1 Jan 2017 to 30 Feb 2017
Loehr, J.E., Bowders, J.J. (2007): Slope stabilization using recycled plastic pins—phase III. Final Rep. RI98-007D. Missouri Dept. of Transportation, Jefferson City. https://trid.trb.org/view/887387
Loehr, J.E., Fennessey, T.W., Bowders, J.J. (2007): Stabilization of Surficial Slides Using Recycled Plastic Reinforcement. Transportation Research Record 1989. Transportation Research Board, Washington, DC. http://trrjournalonline.trb.org/doi/abs/10.3141/1989-51
Mukhlisin, M., Matlan, S. J., Ahlan, M. J., and Taha, M. R. (2015). Analysis of rainfall effect to slope stability in Ulu Klang, Malaysia. J. Teknol., eISSN 2180–3722. https://www.researchgate.net/publication/275222514_Analysis_of_Rainfall_Effect_to_Slope_Stability_in_Ulu_Klang_Malaysia
National Oceanic and Atmospheric Administration Daily Climate Report, (2014). http://w2.weather.gov/climate/index.php?wfo=BGM. Accessed 1 Jan 2017 to 28 Feb 2017
Rahimi, A., Rahardjo, H., Leong, E. (2011): Effect of antecedent rainfall patterns on rainfall-induced slope failure. J Geotech Geoenviron Eng ASCE. https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0000451
Stephens, I., Branch, A. (2013): Testing procedure for estimating fully softened shear strengths of soils using reconstituted material. Engineering Research and Development Center Vicksburg MS Geotechnical and Structural LAB. http://www.dtic.mil/docs/citations/ADA586283
Taylor, A.C. (2005): Mineralogy and engineering properties of the Yazoo clay formation Jackson Group, Central Mississippi. Master’s Thesis, Mississippi State University. https://scholar.google.com/scholar?hl=en&as_sdt=0%2C25&q=Mineralogy+and+engineering+properties+of+the+ Yazoo+clay+formation&btnG=
Tohari, A., Nishigaki, M., Komatsu, M. (2007): Laboratory rainfall-induced slope failure with moisture content measurement. J. Geotech. Geoenviron. 133, 575–587 https://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2007)133:5(575)
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Nobahar, M., Khan, M., Ivoke, J. et al. Impact of Rainfall Variation on Slope Made of Expansive Yazoo Clay Soil in Mississippi. Transp. Infrastruct. Geotech. 6, 318–336 (2019). https://doi.org/10.1007/s40515-019-00083-w
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DOI: https://doi.org/10.1007/s40515-019-00083-w