[
Adams, M. P., & Smith, P. L. (2014). A systematic approach to model the influence of the type and density of vegetation cover on urban heat using remote sensing. Landscape and Urban Planning, 132, 47–54.10.1016/j.landurbplan.2014.08.008
]Search in Google Scholar
[
Anderson, C. E., & Stormont, J. C. (1997). Prediction of long-term erosion from landfill covers in the southwest (No. CONF-970208–PROC). USDOE, Washington, DC (United States). ASTM standard D2487 (2017). Standard practice for classification of soils for engineering purposes (unified soil classification system).
]Search in Google Scholar
[
ASTM standard D422-63 (2007). Standard test method for particle-size analysis of soils.
]Search in Google Scholar
[
ASTM standard D4318 (2017). Standard test methods for liquid limit, plastic limit, and plasticity index of soils.
]Search in Google Scholar
[
ASTM standard D5084 (2014). Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter.
]Search in Google Scholar
[
ASTM standard D854 (2014). Standard test method for specific gravity of soil solids by water pycnometer.
]Search in Google Scholar
[
Barnswell, K. D., & Dwyer, D. F. (2012). Two-year performance by evapotranspiration covers for municipal solid waste landfills in northwest Ohio. Waste Management, 32(12), 2336–2341.10.1016/j.wasman.2012.07.014
]Search in Google Scholar
[
Bhave, S., & Sreeja, P. (2013). Influence of initial soil condition on infiltration characteristics determined using a disk infiltrometer. ISH Journal of Hydraulic Engineering, 19(3), 291–296.10.1080/09715010.2013.808445
]Search in Google Scholar
[
Blight, G. (2009). Solar heating of the soil and evaporation from a soil surface. Géotechnique, 59(4), 355–363.10.1680/geot.2009.59.4.355
]Search in Google Scholar
[
Bonaparte, R., Daniel, D. E., & Koerner, R. M. (2002). Assessment and Recommendations for Improving the Performance of Waste Containment Systems. United States Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory.
]Search in Google Scholar
[
Gadi, V. K., Tang, Y. R., Das, A., Monga, C., Garg, A., Berretta, C. & Sahoo, L. (2017). Spatial and temporal variation of hydraulic conductivity and vegetation growth in green infrastructures using infiltrometer and visual technique. Catena, 155, 20–29.10.1016/j.catena.2017.02.024
]Search in Google Scholar
[
Ghosh, B., Pekkat, S., & Yamsani, S. K. (2019). Evaluation of infiltrometers and permeameters for measuring hydraulic conductivity. Advances in Civil Engineering Materials, 8(1).10.1520/ACEM20180056
]Search in Google Scholar
[
Gray, D. H., & Sotir, R. B. (1996). Biotechnical and Soil Bioengineering Slope Stabilization: A Practical Guide for Erosion Control. New York: John Wiley & Sons.
]Search in Google Scholar
[
Gross, B. A., Bonaparte, R., & Giroud, J. P. (2002). Waste containment systems: problems and lessons learned (Appendix F in Assessment and Recommendations for Optimal Performance of Waste Containment Systems). US Environmental Protection Agency, National Risk Management Research Laboratory.
]Search in Google Scholar
[
Hoor, A., & Rowe, R. K. (2013). Potential for desiccation of geosynthetic clay liners used in barrier systems. Journal of Geotechnical and Geoenvironmental Engineering, 139(10), 1648–1664.10.1061/(ASCE)GT.1943-5606.0000899
]Search in Google Scholar
[
Jarvis, A., Ramirez, J., Bonilla-Findji, O., & Zapata, E. (2011). Impacts of climate change on crop production in Latin America. Crop adaptation to climate change (pp. 44–56).10.1002/9780470960929.ch4
]Search in Google Scholar
[
Khapre, A., Kumar, S., & Rajasekaran, C. (2017). Phytocapping: an alternate cover option for municipal solid waste landfills. Environmental Technology, Taylor & Francis, 6, 1–8.
]Search in Google Scholar
[
Koerner, R. M., & Daniel, D. E. (1997). Final covers for solid waste landfills and abandoned dumps. Thomas Telford, ASCE Press.
]Search in Google Scholar
[
Landreth, R. E., Daniel, D. E., Koerner, R. M., Schroeder, P. R., & Richardson, G. N. (1991). Design and construction of RCRACERCLA final covers. Seminar Peblication.
]Search in Google Scholar
[
Maqsoud, A., Bussière, B., Aubertin, M., Chouteau, M., & Mbonimpa, M. (2011). Field investigation of a suction break designed to control slope-induced desaturation in an oxygen barrier. Canadian Geotechnical Journal, 48(1), 53–71.10.1139/T10-045
]Search in Google Scholar
[
Meter Group Inc. (2019a). Microclimate monitoring system for measuring various weather parameters. Operator’s User Manual. Meter Group Inc., Pullman, WA. Retrieved December 30, 2020 from https://www.metergroup.com/environment/products/ecrn-100/
]Search in Google Scholar
[
Meter Group Inc. (2019b). Mini disk infiltrometer. Operator’s User Manual. Meter Group Inc., Pullman, WA 99163. Retrieved December 30, 2020 from https://www.metergroup.com/environment/products/mini-disk-infiltrometer/
]Search in Google Scholar
[
Morris, C. E., & Stormont, J. C. (1998). Evaluation of numerical simulations of capillary barrier field tests. Geotechnical and Geological Engineering, 16(3), 201–213.10.1023/A:1008853710339
]Search in Google Scholar
[
Nyhan, J. W. (2005). A Seven-Year Water Balance Study of an Evapotranspiration Landfill Cover Varying in Slope for Semiarid Regions. Vadose Zone Journal, 4(3), 466.10.2136/vzj2003.0159
]Search in Google Scholar
[
Nyhan, J. W., Hakonson, T. E., & Drennon, B. J. (1990). A water balance study of two landfill cover designs for semiarid regions. Journal of Environmental Quality, 19(2), 281–288.10.2134/jeq1990.00472425001900020014x
]Search in Google Scholar
[
Øygarden, L., Kværner, J., & Jenssen, P. D. (1997). Soil erosion via preferential flow to drainage systems in clay soils. Geoderma, 76(1–2), 65–86.10.1016/S0016-7061(96)00099-7
]Search in Google Scholar
[
Schnabel, W. E., Munk, J., Lee, W. J., & Barnes, D. L. (2012). Four-year performance evaluation of a pilot-scale evapotranspiration landfill cover in Southcentral Alaska. Cold Regions Science and Technology, 82, 1–7.10.1016/j.coldregions.2012.03.009
]Search in Google Scholar
[
Shaikh, J., Bordoloi, S., Yamsani, S. K., Sekharan, S., Rakesh, R. R., & Sarmah, A. K. (2019a). Long-term hydraulic performance of landfill cover system in extreme humid region: Field monitoring and numerical approach. Science of the Total Environ., 688, 409–423.10.1016/j.scitotenv.2019.06.21331242459
]Search in Google Scholar
[
Shaikh, J., Yamsani, S. K., Bora, M. J., Sekharan, S., Rakesh, R. R., Mungale, A., & Bordoloi, S. (2019b). Impact assessment of vegetation growth on soil erosion of a landfill cover surface. Acta Horticulturae et Regiotecturae, 22(2), 75–79.10.2478/ahr-2019-0014
]Search in Google Scholar
[
Shaikh, J., Bordoloi, S., Leung, A. K., Yamsani, S. K., Sekharan, S., & Rakesh, R. R. (2021). Seepage characteristics of three-layered landfill cover system constituting fly-ash under extreme ponding condition. Science of the Total Environ., 758, 143683.10.1016/j.scitotenv.2020.14368333279187
]Search in Google Scholar
[
Sherard, J. L., Dunnigan, L. P., & Decker, R. S. (1976). Identification and Nature of Dispersive Soils. Journal of the Geotechnical Engineering Division, 102(GT4), 287–301.10.1061/AJGEB6.0000256
]Search in Google Scholar
[
Shrestha, G., Stahl, P. D., & Ingram, L. (2005). Influence of reclamation management practices on soil bulk density and infiltration rates on surface coal mine lands in Wyoming. National Meeting of the American Society of Mining and Reclamation (pp. 1042–1056), Lexington, KY: ASMR.
]Search in Google Scholar
[
Sinnathamby, G., Pasky, A., Phillips, D. H. H., & Sivakumar, V. (2014). Landfill cap models under simulated climate change precipitation: impacts of cracks and root growth. Géotechnique, 64(2), 95–107.10.1680/geot.12.P.140
]Search in Google Scholar
[
Song, L., Li, J. H., Zhou, T., & Fredlund, D. G. (2017). Experimental study on unsaturated hydraulic properties of vegetated soil. Ecological Engineering, 103, 207–216.10.1016/j.ecoleng.2017.04.013
]Search in Google Scholar
[
Swope, G. L. (1975). Revegetation of Landfill Cover Sites. Pennsylvania State University, State Park, PA.
]Search in Google Scholar
[
USEPA. (1989). Requirements for hazardous waste landfill design, construction, and closure (pp. 1–127. Seminar publication, Report No. 625/4-89/022). United States Environmental Protection Agency.
]Search in Google Scholar
[
Xue, Q., Chen, Y. J., & Liu, L. (2016). Erosion characteristics of ecological sludge evapotranspiration cover slopes for landfill closure. Environmental Earth Sciences, 75(5), 419.10.1007/s12665-015-5166-0
]Search in Google Scholar
[
Yamsani, S. K., Kumar, S., Sekharan, S., & Ranjan, R. R. (2017). Determination of soil erosion index for surface soils of landfill covers. Environmental Geotechnics, 6(6), 373–380.
]Search in Google Scholar
[
Zhan, T. L., Ng, C. W., & Fredlund, D. G. (2007). Field study of rainfall infiltration into a grassed unsaturated expansive soil slope. Canadian Geotechnical Journal, 44(4), 392–408.10.1139/t07-001
]Search in Google Scholar
[
Zhang, X., Yu, G. Q., Li, Z. B., & Li, P. (2014). Experimental study on slope runoff, erosion and sediment under different vegetation types. Water resources management, 28(9), 2415–2433.10.1007/s11269-014-0603-5
]Search in Google Scholar
