Coupled Hydro-Mechanical Analysis of Highway Slope on Expansive Soil Subjected to Rainfall
Publication: Geo-Extreme 2021
ABSTRACT
Because of intensive precipitation and the presence of high-plastic Yazoo clay in central Jackson in Mississippi, shallow highway slope failures are a reoccurring phenomenon. Annually, the majority of highway slopes in central Mississippi experience shallow slope failures. The major objective of the current study is to evaluate the performance of two repaired highway slopes in the Jackson Metroplex neighborhood in Mississippi. The highway slope ratios are 3H:1V (Terry Road) and 6H:1V (McRaven Road). Soil boring and CPT testing were conducted as part of site investigations. Vertical slope inclinometers and precipitation gauge were also installed at the site slopes to record and detect displacement along the slope and real precipitation, respectively. One year after monitoring the slops, consecutive shallow slope movements were observed in late 2019. Based on the field monitoring results, the slopes became fully saturated. Impacting factors and potential failure conditions were verified with back analysis using the 3D Finite Element Method in the Plaxis. Based on the 3D coupled flow-deformation analysis results, the progressive precipitation infiltrated in the top soil which significantly impacted the reduction in soil matric suction and creates a perched water zone, which reduced the factor of safety closed to 1.0. Based on the field and numerical observations, the development of the perched water zone as a result of continuous precipitation led to slope surficial layer movements.
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REFERENCES
Douglas, S. C., and Dunlap, G. T. (2000). “Light commercial construction on Yazoo clay.” Proc., 2nd Forensic Congress, ASCE, Reston, Va., 607–616.
Duncan, J. M., and Wright, S. T. (2005). Soil strength and slope stability. Wiley, New Jersey.
Fredlund, D. G, Xing, A., Fredlund, M. D., and Barbour, S. L. (1996). “The relationship of unsaturated soil shear strength to the soil-water characteristic curve.” Canadian Geotechnical Journal.
Gan, J. K. M., Fredlund, D. G., and Rahardjo, H. (1988). “Determination of the Shear-Strength Parameters of An Unsaturated Soil Using the Direct Shear Test.” Canadian Geotechnical Journal.
Genuchten, V. (1980). “A closed-formed equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci.
Jotsankasa, A., and Mairaing, W. (2010). “Suction-Monitored Direct Shear Testing of Residual Soils from Landslide-Prone Areas.” Geotechnical and Geoenvironmental Engineering.
Khan, M. S., Ivoke, J. and Nobahar, M. (2019). “Coupled Effect of Wet-Dry Cycles and Rainfall on Highway slope made of Yazoo Clay.” Geosciences.
Kim, Y. K., and Lee, S. R. L. (2010). “Field infiltration characteristics of natural rainfall in compacted roadside slopes.” Geotechnical and Geoenvironmental Engineering.
Lee, L. T., Jr. (2012). “State Study 151 and 236: Yazoo Clay Investigation.”, US Army Corps of Engineers.
Lim, T. T., Rahardjo, H., Chang, M. F., and Fredlund, D. G. (1996). “Effect of rainfall on matric suction in a residual soil slope.” Canadian Geotechnical Journal.
Loehr, J. E., Fennessey, T. W., and Bowders, J. J. (2007). Stabilization of surficial slides using recycled plastic reinforcement. Transportation Research Record.
Nobahar, M., Khan, M. S., and Ivoke, J. (2020). “Combined Effect of Rainfall and Shear strength on the Stability of Highway Embankments made of Yazoo Clay in Mississippi.” Geotechnical and Geological Engineering.
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© 2021 American Society of Civil Engineers.
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Published online: Nov 4, 2021
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