Modeling Resilient Modulus of Unsaturated Subgrade Soils under Concurrent Changes in Water Content and Temperature
Publication: Geo-Congress 2022
ABSTRACT
Seasonal variations and climatic events cause fluctuations of water content and temperature in shallow unsaturated soils. Such fluctuations can alter the resilient modulus (MR) of subgrade, which is an important parameter in the design and evaluation of pavements. This paper presents a new model to determine MR of unsaturated subgrade soils under concurrent changes in water content and temperature. The proposed analytical model offers the following two new features distinguishing it from alternative models: (1) the model separately accounts for two different soil water retention mechanisms, namely capillary and adsorption, which enables it to predict MR over a wide range of suctions, and (2) it explicitly incorporates the effect of temperature in the calculation of MR through employing temperature-dependent expressions for matric suction and the soil water retention curve (SWRC). The proposed model showed high accuracy when validated against experimentally measured MR values for several different soils reported in the literature. The presented model is simple and can readily be employed in practice to determine MR of subgrade soils under concurrent variations of water content and temperature.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
AASHTO. (2003). Determining the resilient modulus of soils and aggregate materials. T307 99, Standard specifications for transportation materials and methods of sampling and testing, American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.
Abdollahi, M., and Vahedifard, F. (2022). Predicting resilient modulus of unsaturated subgrade soils considering effects of water content, temperature and hydraulic hysteresis. International Journal of Geomechanics. DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0002244.
Banerjee, A., Puppala, A. J., Congress, S. C., Chakraborty, S., Likos, W. J., and Hoyos, L. R. (2020). Variation of resilient modulus of subgrade soils over a wide range of suction states. Journal of Geotechnical and Geoenvironmental Engineering 146 (9): 4020096.
Cary, C. E., and Zapata, C. E. (2011). Resilient modulus for unsaturated unbound materials. Road Materials and Pavement Design, 12(3): 615–638.
Grant, S. A., and Salehzadeh, A. (1996). Calculation of temperature effects on wetting coefficients of porous solids and their capillary pressure functions. Water Resour. Res. 32 (2): 261–270.
Han, Z., and Vanapalli, S. K. (2016). State-of-the-Art: Prediction of resilient modulus of unsaturated subgrade soils. International Journal of Geomechanics 16 (4): 4015104.
Jeppu, G. P., and Clement, T. P. (2012). A modified Langmuir-Freundlich isotherm model for simulating pH-dependent adsorption effects. J. Contam. Hydrol. 129 (3), 46–53.
Liang, R. Y., Rabab’ah, S., and Khasawneh, M. (2008). Predicting moisture-dependent resilient modulus of cohesive soils using soil suction concept. Journal of Transportation Engineering 134 (1), 34–40.
Lu, N. (2016). Generalized soil water retention equation for adsorption and capillarity. Journal of Geotechnical and Geoenvironmental Engineering. 142(10), 04016051.
McCartney, J. S., Jafari, N. H., Hueckel, T., Sanchez, M., and Vahedifard, F. (2019). Emerging thermal issues in geotechnical engineering. In Geotechnical Fundamentals for Addressing New World Challenges. N. Lu and J. K. Mitchell, Eds. Springer. 275–317.
NCHRP. (2004). Guide for mechanistic–empirical design of new and rehabilitated pavement structures., Prepared by ARA, Inc., ERES Consultants Division. Prepared for NCHRP Transportation Research Board, Washington, D.C.
Ng, C. W. W., and Zhou, C. (2014). Cyclic behavior of an unsaturated silt at various suctions and temperatures. Géotechnique 64, No. 9, 709–720.
Ponec, V., Knor, Z., and Cerny, S. (1974). Adsorption on solids. London: Butterworth and Co.
Revil, A., and Lu, N. (2013). Unified water isotherms for clayey porous materials. Water Resources Research 49 (9): 5685–99.
Sawangsuriya, A., Edil, T. B., and Benson, C. H. (2009). Effect of suction on resilient modulus of compacted fine-grained subgrade soils. Transportation Research Record, 2101(1), 82–87.
Seed, H. B., Chan, C. K., and Lee, C. E. (1962). Resilience characteristics of subgrade soils and their relation to fatigue failures in asphalt pavements. In Proceedings of the International Conference on the Structural Design of Asphalt Pavements, Mich., USA, pp. 611–636.
Vahedifard, F., Cao, T. D., Ghazanfari, E., and Thota, S. K. (2019). Closed-form models for nonisothermal effective stress of unsaturated soils. J. Geotech. Geoenviron. Eng., 145(9), 04019053.
Vahedifard, F., Duc, C. T., Kumar, T. S., and Ghazanfari, E. (2018). Nonisothermal models for soil–water retention curve. Journal of Geotechnical and Geoenvironmental Engineering 144 (9), 4018061.
van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J., 44(5), 892–898.
Information & Authors
Information
Published In
History
Published online: Mar 17, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.