Evaluation of rainfall induced moisture variation depth in highway embankment made of Yazoo clay

Abbott, 1998 Affendi AA, Faisal A. Field measurement of soil suction. Proceeding, 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, Jan 5-10, 1994, p. 1013–6. Ahmed A, Hossain MDS, Khan MS. Unsaturated Hydraulic Properties and Suction Variation on a Pavement Subgrade Over Expansive Soil. Transportation Research Board 97th Annual MeetingTransportation Research Board, Issue 18-04297;2018. Alam JB, Hossain MS, Ahmed A, Khan MS. Comparison of deep percolation of flat and slope section vegetated lysimeters using field soil water characteristic curve. Proc. Second Pan-American Conference on Unsaturated Soils, Geo-Institute of ASCE, Dallas, TX; 2017. Au, 1998, Rain-induced slope instability in Hong Kong, Eng Geol, 51, 1, 10.1016/S0013-7952(98)00038-6 Bryant JT, Fischer H, Hossain MK, Cheon JY. The active zone: unsaturated soil volume due to normal cycles and anomalies at depth. 2nd Pan-American Conference on Unsaturated Soils, ASCE, Dallas, Texas; 2018. Cho, 2002, Evaluation of surficial stability for homogeneous slopes considering rainfall characteristics, J Geotech Geoenviron Eng, 128, 756, 10.1061/(ASCE)1090-0241(2002)128:9(756) Cobos, 2010, Calibration ECH2O soil moisture sensors application note. ONSET, Hobo data loggers, ONSET, 15922-A, 1 FOURIE, 1996, Predicting rainfall-induced slope instability, Proc Inst Civ Eng Geotech Eng, 119, 211, 10.1680/igeng.1996.28757 Fredlund, 1993 Fredlund, 1996, The relationship of unsaturated soil shear strength to the soil-water characteristic curve, Can Geotech J, 33, 440, 10.1139/t96-065 Gan, 1988, Determination of Shear Strength Parameters of an unsaturated soil using the direct shear test, Can Geotech J, 25, 500, 10.1139/t88-055 Gasmo, 2000, Infiltration effects on the stability of a residual soil slope, Comput Geotech, 262, 145, 10.1016/S0266-352X(99)00035-X Genuchten, 1980, A closed-formed equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci George AM, Chahraborty S, Das JT, Pedarla A, Puppala AJ. Understanding Shallow Slope Failures on Expansive Soil Embankments in North Texas Using Unsaturated Soil Property Framework. ASCE, 2nd Pan-American Conference on Unsaturated Soils, Dallas, Texas; 2018. Hossain, 2015, 16 Jotisankasa, 2010, Suction-Monitored Direct Shear Testing of Residual Soils from Landslide-Prone Areas, J Geotech Geoenviron Eng, 136, 533, 10.1061/(ASCE)GT.1943-5606.0000225 Khan MS, Ivoke J, Nobahar M. Coupled Effect of wet-dry cycles and rainfall on highway slope made of Yazoo clay. Geoscience, 9, An open-access journal from MDPI, pages 1-21; 2019. Kim, 2004, Influence of rainfall-induced wetting on the stability of slopes in weathered soils, Eng Geol, 75, 251, 10.1016/j.enggeo.2004.06.017 Kim, 2010, Field infiltration characteristics of natural rainfall in compacted roadside slopes, J Geotech Geoenviron Eng, 136, 248, 10.1061/(ASCE)GT.1943-5606.0000160 Kraynski LM. A Review Paper on Expansive Clay Soils. Woodward-Clyde Associates, vol. 1, 1967. Li, 2005, Field-monitored variations of soil moisture and matric suction in a saprolite slope, Can Geotech J, 42, 13, 10.1139/t04-069 Lim, 1996, Effect of rainfall on matric suction in a residual soil slope, Can Geotech J, 33, 618, 10.1139/t96-087 McKeen, 1990, Climate-controlled soil design parameters for mat foundations, J Geotech Eng, ASCE, 116, 1073, 10.1061/(ASCE)0733-9410(1990)116:7(1073) Melinda, 2004, Shear strength of compacted soil under infiltration condition, J Geotech Geo-Environ Eng, 130, 807, 10.1061/(ASCE)1090-0241(2004)130:8(807) National Oceanic and Atmospheric Administration National Climate Report. (2019), https://www.ncdc.noaa.gov/sotc/national/201909/supplemental/page-2 (Oct. 29, 2019). National Oceanic and Atmospheric Administration Quantitive Precipitation Estimates. (2019), https://water.weather.gov/precip/# (Oct. 29, 2019). National Oceanic and Atmospheric Administration Data Snapshot Details. (2019),https://www.climate.gov/maps-data/data-snapshots/data-source-average-monthly-temperature (Oct. 29, 2019). Nobahar M, Khan MS, Ivoke J, Amini F. Impact of Rainfall Variation on Slope made of Expansive Yazoo Clay Soil in Mississippi. Transportation Infrastructure Geotechnology, Springer US, Online ISSN 2196-7210, July 27th, 2019. Nobahar M, Khan MS, Ivoke J. Combined Effect of Rainfall and Shear strength on the Stability of Highway Embankments made of Yazoo Clay in Mississippi. Journal of Geotechnical and Geological Engineering, Springer US, Online ISSN 0960-3182, Jan 9th,2020. Rahardjo, 1995, Shear-strength characteristics of residual soil, Can Geotech J, 32, 60, 10.1139/t95-005 Starr, 2002, Methods for Measurement of Soil Water Content: Capacitance Devices, USDA, 463 Taylor AC. Mineralogy and engineering properties of the Yazoo clay formation. Jackson Group, master’s Thesis, Mississippi State University, 2005. Tsaparas, 2002, Controlling parameters for rainfall-induced landslides, Can Geotech J, 29, 1, 10.1016/S0266-352X(01)00019-2 Yoshida, 1991, Rain-induced slope failures caused by a reduction in soil strength, Soils Found, 31, 187, 10.3208/sandf1972.31.4_187 Yue E, Veenstra JN. Prediction of active zone depth in Oklahoma using soil matric suction. J Geo-Eng, 2018;13(1):029-038. Zhan, 2007, Field study of rainfall infiltration into a grassed unsaturated expansive soil slope, Can Geotech J, 44, 392, 10.1139/t07-001 Zornberg JG, Kuhn J, Wright S. Determination of Field Suction Values, Hydraulic Properties, and Shear Strength in High PI Clays. Research Rep. 0-5202-1, Center for Transportation Research, the University of Texas at Austin, 2007.