Chapter
Jun 13, 2024

Influence of Density on Engineered Water Repellent Soil

Publication: International Conference on Transportation and Development 2024

ABSTRACT

Engineered water repellency (EWR) is a soil improvement method that involves intentionally modifying natural soil to become hydrophobic. Potential applications of EWR include landfill covers, frost mitigation, and moisture control in pavement systems. Designing with EWR requires knowledge of water entry pressure (WEP) and its relationship to pore size and contact angle for a given soil. In this study, a commercial grade organosilane (OS) was examined using a new methodology to establish the WEP. Soil specimens were placed in a triaxial-type cell and tested with a step-wise pressure profile from 0.7 to 117 kPa. The results indicate that for a given dosage, a relatively higher density yields the least water infiltration and a larger WEP. The maximum dry density (e.g., 95% of standard proctor effort) should be specified for field application.

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REFERENCES

Annaka, T., and Hanayama, S. (2005). “Dynamic Water‐Entry Pressure for Initially Dry Glass Beads and Sea Sand.” Vadose Zone Journal., 4., 127–133.
Bachmann, J., Horton, R., van der Ploeg, R. R., and Woche, S. (2000). “Modified sessile drop method for assessing initial soil–water contact angle of sandy soil.” Soil Sci. Soc. Am. J., 64., 564–567, https://doi.org/10.2136/sssaj2000.642564x.
Brooks, T. Y., Daniels, J. L., Uduebor, M., Cetin, B., and Naqvi, M. W. (2022). “Engineered Water Repellency for Mitigating Frost Action in Iowa Soils.” Geo-Congress 2022 : Soil Improvement, Geosynthetics, and Innovative Geomaterials.
Daniels, J. L., and Hourani, M. S. (2009). Soil Improvement with Organo-Silane, Advances in Ground Improvement: Research to Practice in the United States and China. GSP 188.
Daniels, J., Mehta, P., Vaden, M., Sweem, D., Mason, M. D., Zavareh, D. M., and Ogunro, V. (2009). “Nano-scale organo-silane applications in geotechnical and geoenvironmental engineering.” J. Terraspace Sci. Eng. 1(1), 21–30.
Daniels, J. L. (2020). “Engineered Water Repellency for Applications in Environmental Geotechnology”. In: Reddy, K. R., Agnihotri, A. K., Yukselen-Aksoy, Y., Dubey, B. K., Bansal, A. (eds) Sustainable Environmental Geotechnics. Lecture Notes in Civil Engineering, 89. Springer, Cham. https://doi.org/10.1007/978-3-030-51350-4_6.
Dekker, L. W., and Ritsema, C. J. (1994). “How water moves in a water repellent sandy soil 1. Potential and actual water repellency.” Water Resour. Res. 30, 2507–2517.
Deurer, M., and Bachmann, J. (2007). “Modeling Water Movement in Heterogeneous Water-Repellent Soil: 2. A Conceptual Numerical Simulation.” Vadose Zone Journal., 6: 446–457., https://doi.org/10.2136/vzj2006.0061.
Doerr, S. H., and Ritsema, C. J. (2005). Water movement in hydrophobic soils. Encycl. Hydrol. Sci., https://doi.org/10.1002/0470848944.hsa072.
Doerr, S. H. (1998). “On standardizing the ‘water drop penetration time’ and the ‘molarity of an ethanol droplet’ techniques to classify soil hydrophobicity: a case study using medium textured soils.” Earth Surf. Process. Landf. 7, 663–668, https://doi.org/10.1002/(SICI)1096-9837(199807)23:73.0.CO;2-6.
Doerr, S. H., and Thomas, A. D. (2000). “The role of soil moisture in controlling water repellency: new evidence from forest soils in Portugal.” Journal of Hydrology. 231-232, 0–147. doi:https://doi.org/10.1016/s0022-1694(00)00190-6.
Dumenu, L. (2019). “Water Repellency Effect on Unsaturated Properties of Compacted Coal Combustion Residuals” (Doctoral dissertation, The University of North Carolina at Charlotte).
Fallow D. J., and Elrick, D. E. (1996). Field measurement of air-entry and water-entry soil water pressure heads.” Soil Sci. Soc. Am. J., 60 (1996), 1036–1039.
Feyyisa, J. L., Daniels, J. L., and Pando, M. A. (2017). “Contact Angle Measurements for Use in Specifying Organosilane-Modified Coal Combustion Fly Ash.” Journal of Materials in Civil Engineering, 29(9), 04017096. doi:https://doi.org/10.1061/(ASCE)MT.1943-5533.0001943.
Feyyisa, J. L., Daniels, J. L., Pando, M. A., and Ogunro, V. O. (2019). “Relationship between breakthrough pressure and contact angle for organo-silane treated coal fly ash.” Environmental Technology & Innovation, 14, 100332. https://doi.org/10.1016/j.eti.2019.100332.
Goebel, M., Bachmann, J., Reichstein, M., Janssens, I. A., and Guggenberger, G. (2011). “Soil water repellency and its implications for organic matter decomposition — is there a link to extreme climatic events?” Glob. Chang. Biol., 17, 2640–2656. https://doi.org/10.1111/j.1365-2486.2011.02414.x.
Granged, A. J. P., Jordán, A., Zavala, L. M., Muñoz-Rojas, M., and Mataix-Solera, J. (2011). “Short–term effects of experimental fire for a soil under eucalyptus forest (SE Australia).” Geoderma., 167–168., pp. 125–134., https://doi.org/10.1016/j.geoderma.2011.09.011.
Hardie, M., Deurer, M., Doyle, R. B., Lisson, S., Cotching, E. E., and Mattern, K. (2012). “Development of unstable flow and reduced hydraulic conductivity due to water repellence and restricted drainage.” Vadose Zone J., 11(4)., doi:https://doi.org/10.2136/vzj2011.0099.
Hernandez, J., Vargas, S., Estévez, M., Vázquez, G., Zepeda, A., and Rodríguez, R. (2005). “Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime.” Géotechnique, 55(8): 613–616. doi:https://doi.org/10.1680/geot.2005.55.8.613.
Jordan, C. S., Daniels, J. L., and Langley, W. (2015). “The effects of temperature and wet-dry cycling on water-repellent soils.” Environmental Geotechnics, 4(4): 299–307. doi:https://doi.org/10.1680/envgeo.14.00032.
Keatts, M. I., Daniels, J. L., Langley, W. G., Pando, M. A., and Ogunro, V. O. (2018). “Apparent Contact Angle and Water Entry Head Measurements for Organo-Silane Modified Sand and Coal Fly Ash”. Journal of Geotechnical and Geoenvironmental Engineering, 144(6), 04018030–. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0001887.
Kim, B.-S., Daoju, R., Seong-Wan, P., and Shoji, K. (2021). “Establishing selection criteria of water repellent sandy soils for use in impervious layer of engineered slope.” Construction and Building Materials, 293, 2021, 123551, ISSN 0950-0618, https://doi.org/10.1016/j.conbuildmat.2021.123551.
Lee, C., Yang, H.-J., Yun, T. S., Choi, Y., and Yang, S. (2015). “Water-Entry Pressure and Friction Angle in an Artificially Synthesized Water-Repellent Silty Soil.” Vadose Zone Journal, 14(4), doi:https://doi.org/10.2136/vzj2014.08.0106.
Leelamanie, D. A. L., Karube, J., and Yoshida, A. (2008). “Characterizing water repellency indices: contact angle and water drop penetration time of hydrophobized sand.” Soil Sci. Plant Nutr. 54, 179–187, https://doi.org/10.1111/j.1747-0765.2007.00232.x.
Letey, J. (1969). “Measurement of contact angle, water drop penetration time, and critical surface tension.” In: L. F. DeBano, J. Letey (Eds.), Water Repellent Soils — Proceedings of the Symposium on Water Repellent Soils. University of California, Riverside, 43–47.
Lin, H., Lourenço, S. D. N., Yao, T., Zhou, Z., Yeung, A. T., Hallett, P. D., Paton, G. I., Shih, K., Hau, J., and Cheuk, B. C. H. (2019). “Imparting water repellency in completely decomposed granite with Tung oil.” Journal of Cleaner Production, 230, 1316–1328, ISSN 0959-6526, https://doi.org/10.1016/j.jclepro.2019.05.032.
Mahedi, M., Satvati, S., Cetin, B., and Daniels, J. L. (2020). “Chemically Induced Water Repellency and the Freezeâ-Thaw Durability of Soils.” Journal of Cold Regions Engineering, 34(3), 04020017–. doi:https://doi.org/10.1061/(ASCE)CR.1943-5495.000022.
Malvar, M. C., Prats, S. A., Nunes, J. P., and Keizer, J. J. (2016). “Soil water repellency severity and its spatio-temporal variation in burnt eucalypt plantations in north-central Portugal.” Land Degrad. Dev., 27., 1463–1478, https://doi.org/10.1002/ldr.2450.
Martins, M. A. S., Verheijen, F. G. A., Malvar, M. C., Serpa, D., González-Pelayo, O., and Keizer, J. J. (2020). “Do wildfire and slope aspect affect soil water repellency in eucalypt plantations? A two-year high resolution temporal dataset.” Catena., 189., https://doi.org/10.1016/j.catena.2020.104471.
Perroux K. M., and White, I. (1988). “Designs for disc permeameters.” Soil Sci. Soc. Amer. J., 52 (1988), 1205–1215.
Roy, J. L., and McGill, W. B. (2002). “Assessing soil water repellency using the molarity of ethanol droplet (MED) test.” Soil Sci. 167, 83–97.
Salifu, E., and El Mountassir, G. (2021). “Fungal-induced water repellency in sand.” Géotechnique, 71: 608–615. doi:https://doi.org/10.1680/jgeot.19.P.341.
Smettem, K. R. J., Rye, C., Henry, D. J., Sochacki, S. J., and Harper, R. J. (2021). “Soil water repellency and the five spheres of influence: A review of mechanisms, measurement and ecological implications.” Science of The Total Environment, doi:https://doi.org/10.1016/j.scitotenv.2021.147429.
Terry, J. P., and Shakesby, R. A. (1993). “Soil hydrophobicity effects on rainsplash: Simulated rainfall and photographic evidence.” Earth Surf. Processes Landforms., 18:519–525., doi:https://doi.org/10.1002/esp.3290180605.
Uduebor, M., Adeyanju, E., Saulick, Y., Daniels, J., and Cetin, B. (2022). “A Review of Innovative Frost Heave Mitigation Techniques for Road Pavements.” International Conference on Transportation and Development.
Uduebor, M., Daniels, J., Naqvi, M. W., and Cetin, B. (2022). “Engineered Water Repellency in Frost Susceptible Soils.” Geo-Congress 2022: Soil Improvement, Geosynthetics, and Innovative Geomaterials.
Uduebor, M., Daniels, J. l., Adeyanju, D. E., Fyaz, S., and Cetin, B. (2023). “Engineered water repellency for resilient and sustainable pavement systems.”, International Journal of Geotechnical Engineering, 17:5, 530–540, DOI: https://doi.org/10.1080/19386362.2023.2241280.
Walsh, R. P. D., Boakes, D. J., Coelho, C. O. A., Ferreira, A. J. D., Shakesby, R. A., and Thomas, A. D. (1994). “Impact of fire-induced hydrophobicity and post-tire forest litter on overland flow in northern and central Portugal.” In: A.M. Gill and P.H.R. Moore, editors, Proceedings of the Second International Conference on Forest Fire Research, Coimbra, Portugal. 21–24. Domingos Xavier Viegas, Coimbra, Portugal., 1149–1159.
Wang, Z., Wu, L., and Wu, Q. U. (2000). “Water-entry value as an alternative indicator of soil water-repellency and wettability.” Journal of Hydrology, 231-232, 0–83. doi:https://doi.org/10.1016/s0022-1694(00)00185-2.
Wijewardana, N. S., Muller, K., Moldrup, P., Clothier, B., Komatsu, T., and Hiradate, S. (2016). “Soil-water repellency characteristic curves for soil profiles with organic carbon gradients.” Geoderma., 264, 150–159, https://doi.org/10.1016/j.geoderma.2015.10.020.
Xing, X., Saulick, Y., and Lourenço, S. N. D. (2022). “Synergistic effects of density, gradation, particle size, and particle shape on the water entry pressure of hydrophobized sands”. Canadian Geotechnical Journal. 59(11): 1937–1949. https://doi.org/10.1139/cgj-2021-0585.

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International Conference on Transportation and Development 2024
Pages: 152 - 161

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Published online: Jun 13, 2024

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Emmanuel D. Adeyanju [email protected]
1Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC. Email: [email protected]
Micheal A. Uduebor [email protected]
2Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC. Email: [email protected]
Yunesh Saulick [email protected]
3Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC. Email: [email protected]
John L. Daniels [email protected]
4Professor and Chair, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC. Email: [email protected]
5Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI. Email: [email protected]

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