References
- 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.
- 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).
- ASTM standard D422-63 (2007). Standard test method for particle-size analysis of soils.
- ASTM standard D4318 (2017). Standard test methods for liquid limit, plastic limit, and plasticity index of soils.
- ASTM standard D5084 (2014). Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter.
- ASTM standard D854 (2014). Standard test method for specific gravity of soil solids by water pycnometer.
- 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.
- 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.
- Blight, G. (2009). Solar heating of the soil and evaporation from a soil surface. Géotechnique, 59(4), 355–363.
- 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.
- 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.
- Ghosh, B., Pekkat, S., & Yamsani, S. K. (2019). Evaluation of infiltrometers and permeameters for measuring hydraulic conductivity. Advances in Civil Engineering Materials, 8(1).
- Gray, D. H., & Sotir, R. B. (1996). Biotechnical and Soil Bioengineering Slope Stabilization: A Practical Guide for Erosion Control. New York: John Wiley & Sons.
- 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.
- 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.
- 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).
- Khapre, A., Kumar, S., & Rajasekaran, C. (2017). Phytocapping: an alternate cover option for municipal solid waste landfills. Environmental Technology, Taylor & Francis, 6, 1–8.
- Koerner, R. M., & Daniel, D. E. (1997). Final covers for solid waste landfills and abandoned dumps. Thomas Telford, ASCE Press.
- 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.
- 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.
- 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/
- 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/
- Morris, C. E., & Stormont, J. C. (1998). Evaluation of numerical simulations of capillary barrier field tests. Geotechnical and Geological Engineering, 16(3), 201–213.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Swope, G. L. (1975). Revegetation of Landfill Cover Sites. Pennsylvania State University, State Park, PA.
- 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.
- 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.
- 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.
- 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.
- 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.