Technical Papers
Dec 23, 2019

Simplified Model to Predict Features of Soil–Water Retention Curve Accounting for Stress State Conditions

Publication: International Journal of Geomechanics
Volume 20, Issue 3

Abstract

Stress state is a significant factor influencing the features of the soil–water retention curve (SWRC) under realistic in-situ conditions. The SWRC under different stress state conditions can be evaluated through experimental procedures and various constitutive models. Often, these models require experimental SWRC observations for at least two stress state conditions (i.e., a minimum of two reference SWRCs) to calibrate model parameters, which is difficult owing to the high time consumption associated with such experiments. In the present study, a simplified model is proposed by considering experimental SWRC observations for the single stress state condition to predict SWRC features for other stress state conditions in the gravimetric plane. An attempt has been made to extend the proposed model in the degree of the saturation plane using certain void ratio constitutive relations. The proposed model was validated against several SWRC experimental data sets available in the literature. Good agreement was found between the predicted and measured experimental results in the literature, with wide variations in the type of soils, stress conditions, and sample preparation methodologies. The proposed model is also capable of capturing the variation in key SWRC parameters considering the way the quantity of water is defined. The proposed method is quite simple and hence can be widely used for engineering applications.

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Acknowledgments

The work in this paper was supported substantially by the Science and Engineering Research Board, Department of Science and Technology, India (Project No. SERB/F/4638/2013-14).

References

Alonso, E. E., A. Gens, and A. Josa. 1990. “A constitutive model for partially saturated soils.” Geotechnique 40 (3): 405–430. https://doi.org/10.1680/geot.1990.40.3.405.
Bin, W. 2000. “Stress effects on soil–water characteristics of unsaturated expansive soils.” Ph.D. thesis, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay.
Chiu, C. F., and C. W. W. Ng. 2012. “Coupled water retention and shrinkage properties of a compacted silt under isotropic and deviatoric stress paths.” Can. Geotech. J. 49 (8): 928–938. https://doi.org/10.1139/t2012-055.
Delage, P., and G. Lefebvre. 1984. “Study of the structure of a sensitive Champlain clay and of its evolution during consolidation.” Can. Geotech. J. 21 (1): 21–35. https://doi.org/10.1139/t84-003.
Della Vecchia, G., C. Jommi, and E. Romero. 2013. “A fully coupled elastic-plastic hydromechanical model for compacted soils accounting for clay activity.” Int. J. Numer. Anal. Meth. Geomech. 37 (5): 503–535. https://doi.org/10.1002/nag.1116.
Elkady, T. Y., A. M. Al-Mahbashi, and T. O. Al-Refeai. 2015. “Stress-dependent soil water characteristic curves of lime-treated expansive clay.” J. Mater. Civ. Eng. 27 (3): 04014127. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000995.
Fredlund, D. G. 1964. “Comparison of soil suction and one dimensional consolidation characteristics of a highly plastic clay.” M.Sc. thesis, Dept. of Civil Engineering, Univ. of Alberta.
Fredlund, M. D., H. Rahardjo, and M. Fredlund. 2012. Unsaturated soil mechanics in engineering practice. New York: Wiley.
Gallipoli, D., S. J. Wheeler, and M. Karstunen. 2003. “Modelling of variation of degree of saturation in a deformable unsaturated soil.” Geotechnique 53 (1): 105–112. https://doi.org/10.1680/geot.2003.53.1.105.
Gao, Y., and D. Sun. 2017. “Soil-water retention behavior of compacted soil with different densities over a wide suction range and its prediction.” Comput. Geotech. 91 (Nov): 17–26. https://doi.org/10.1016/j.compgeo.2017.06.016.
Gens, A., and E. E. Alonso. 1992. “A framework for the behaviour of unsaturated expansive clays.” Can. Geotech. J. 29 (6): 1013–1032. https://doi.org/10.1139/t92-120.
Gholizadeh, E., and M. Latifi. 2018. “A coupled hydro-mechanical constitutive model for unsaturated frictional and cohesive soil.” Comput. Geotech. 98 (Jun): 69–81. https://doi.org/10.1016/j.compgeo.2017.11.010.
Gourc, J. P., S. Camp, B. V. S. Viswanadham, and S. Rajesh. 2010. “Deformation behaviour of clay cap barriers of hazardous waste containment systems: Full-scale and centrifuge tests.” Geotext. Geomembr. 28 (3): 281–291. https://doi.org/10.1016/j.geotexmem.2009.09.014.
Lee, I. M., S. G. Sung, and G. C. Cho. 2005. “Effect of stress state on the unsaturated shear strength of a weathered granite.” Can. Geotech. J. 42 (2): 624–631. https://doi.org/10.1139/t04-091.
Li, J., D. Sun, D. Sheng, S. Sloan, and D. G. Fredlund. 2007. “Preliminary study on soil water characteristics of Maryland clay.” In Proc. 3rd Asian Conf. on Unsaturated Soils, 569–574. Beijing: Science Press.
Lu, N., and W. J. Likos. 2004. Unsaturated soil mechanics. Hoboken, NJ: Wiley.
Miller, C. J., N. Yesiller, K. Yaldo, and S. Merayyan. 2002. “Impact of soil type and compaction conditions on soil water characteristic.” J. Geotech. Geoenviron. Eng. 128 (9): 733–742. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:9(733).
Ng, C. W. W., and Y. W. Pang. 2000. “Influence of stress state on soil-water characteristics and slope stability.” J. Geotech. Geoenviron. Eng. 126 (2): 157–166. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:2(157).
Ng, C. W. W., H. Sadeghi, S. K. B. Hossen, C. F. Chiu, E. E. Alonso, and S. Baghbanrezvan. 2016. “Water retention and volumetric characteristics of intact and re-compacted loess.” Can. Geotech. J. 53 (8): 1258–1269. https://doi.org/10.1139/cgj-2015-0364.
Pasha, A. Y., A. Khoshghalib, and N. Khalili. 2015. “Pitfalls in interpretation of gravimetric water content–based soil-water characteristic curve for deformable porous media.” Int. J. Geomech. 16 (6): D4015004. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000570.
Pham, H. Q., and D. G. Fredlund. 2008. “Equations for the entire soil–water characteristic curve of a volume change soil.” Can. Geotech. J. 45 (4): 443–453. https://doi.org/10.1139/T07-117.
Pham, H. Q., and D. G. Fredlund. 2011. “Volume mass unsaturated soil constitutive model for drying–wetting under isotropic loading unloading conditions.” Can. Geotech. J. 48 (2): 280–313. https://doi.org/10.1139/t10-061.
Rajesh, S., J. P. Gourc, and B. V. S. Viswanadham. 2014. “Evaluation of gas permeability and mechanical behaviour of soil barriers of landfill cap covers through laboratory tests.” Appl. Clay Sci. 97–98 (Aug): 200–214. https://doi.org/10.1016/j.clay.2014.04.041.
Rajesh, S., and V. Khan. 2018. “Characterization of water sorption and retention behavior of partially saturated GCLs using vapor equilibrium and filter paper methods.” Appl. Clay Sci. 157 (Jun): 177–188. https://doi.org/10.1016/j.clay.2018.02.046.
Rajesh, S., S. Roy, and S. Madhav. 2017. “Study of measured and fitted SWCC accounting the irregularity in the measured dataset.” Int. J. Geotech. Eng. 11 (4): 321–331. https://doi.org/10.1080/19386362.2016.1219541.
Rajesh, S., and B. V. S. Viswanadham. 2012. “Centrifuge and numerical study on the behaviour of soil barriers under differential settlements.” J. Hazard. Toxic. Radioact. Waste 16 (4): 284–297. https://doi.org/10.1061/(ASCE)HZ.2153-5515.0000129.
Rajesh, S., and B. V. S. Viswanadham. 2015. “Numerical simulation of geogrid reinforced soil barriers subjected to differential settlements.” Int. J. Geomech. 15 (4): 04014062. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000405.
Ravi, K., and S. M. Rao. 2013. “Influence of infiltration of sodium chloride solutions on SWCC of compacted bentonite sand specimens.” Geotech. Geol. Eng. J. 31 (4): 1291–1303. https://doi.org/10.1007/s10706-013-9650-6.
Romero, E., G. Della Vecchia, and C. Jommi. 2011. “An insight into the water retention properties of compacted clayey soils.” Geotechnique 61 (4): 313–328. https://doi.org/10.1680/geot.2011.61.4.313.
Roy, S., and S. Rajesh. 2018. “Influence of confining pressure on water retention characteristics of compacted soil.” Ind. Geotech. J. 48 (2): 327–341. https://doi.org/10.1007/s40098-017-0265-3.
Roy, S., and S. Rajesh. 2019. “Coupled effect of suction and net stress on the air permeability of compacted soils.” Geotech. Lett. 9 (4): 1–20. https://doi.org/10.1680/jgele.19.00056.
Salager, S., M. S. Youssoufi, and C. Saix. 2010. “Definition and experimental determination of a soil-water retention surface.” Can. Geotech. J. 47 (6): 609–622. https://doi.org/10.1139/T09-123.
Sheng, D., D. G. Fredlund, and A. Gens. 2008. “A new modelling approach for unsaturated soils using independent stress variables.” Can. Geotech. J. 45 (4): 511–534. https://doi.org/10.1139/T07-112.
Thu, T. M., H. Rahardjo, and E. C. Leong. 2007. “Soil-water characteristic curve and consolidation behavior for a compacted silt.” Can. Geotech. J. 44 (3): 266–275. https://doi.org/10.1139/t06-114.
Tinjum, J. M., C. H. Benson, and L. R. Blotz. 1997. “Soil water characteristic curves for compacted clays.” J. Geotech. Geoenviron. Eng. 123 (11): 1060–1069. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:11(1060).
Vanapalli, S. K., D. G. Fredlund, and D. E. Pufahl. 1999. “The influence of soil structure and stress history on the soil-water characteristics of a compacted till.” Geotechnique 49 (2): 143–159. https://doi.org/10.1680/geot.1999.49.2.143.
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. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
Viswanadham, B. V. S., and S. Rajesh. 2009. “Centrifuge model test on clay based engineered barriers subjected to differential settlement.” Appl. Clay Sci. 42 (3–4): 460–472. https://doi.org/10.1016/j.clay.2008.06.002.
Zhai, Q., and H. Rahardjo. 2012. “Determination of soil-water characteristic curve variables.” Comput. Geotech. 42 (May): 37–43. https://doi.org/10.1016/j.compgeo.2011.11.010.
Zhou, A., S. Wu, J. Li, and D. Sheng. 2018. “Including degree of capillary saturation into constitutive modelling of unsaturated soils.” Comput. Geotech. 95 (Mar): 82–98. https://doi.org/10.1016/j.compgeo.2017.09.017.
Zhou, C., and C. W. W. Ng. 2014. “A new and simple stress-dependent water retention model for unsaturated soil.” Comput. Geotech. 62 (Oct): 216–222. https://doi.org/10.1016/j.compgeo.2014.07.012.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 3March 2020

History

Received: Sep 17, 2018
Accepted: Aug 8, 2019
Published online: Dec 23, 2019
Published in print: Mar 1, 2020
Discussion open until: May 23, 2020

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Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India (corresponding author). ORCID: https://orcid.org/0000-0002-1108-3628. Email: [email protected]; [email protected]

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