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Framework to estimate the soil-water characteristic curve for soils with different void ratios

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Abstract

The soil-water characteristic curve (SWCC) contains information regarding the geometric pore space in a soil and is commonly used to estimate unsaturated soil properties, such as unsaturated hydraulic conductivity and unsaturated shear strength. Soil volume change can significantly affect the SWCC and the engineering properties of soil. Different SWCCs can be obtained if the soil specimens are prepared with different initial void ratios. The volumetric shrinkage curve (VSC) is commonly used to convert the SWCC in the form of gravimetric water content (w-SWCC) into a curve that is in the form of degree of saturation (S-SWCC). In this paper, a framework is developed in which different S-SWCCs are generated based on the measured w-SWCC of soil in a relatively loose condition and the VSC. The proposed framework is based on the concept of the pore size distribution function (PSDF). The estimated SWCCs corresponding to different initial void ratios from the proposed framework were verified by using experimental data from published studies.

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References

  • Al-Dakheeli H, Bulut R (2019) Interrelationship between elastic deformation and soil-water characteristic curve of expansive soils. J Geotech Geoenviron 145(4):04019005

    Article  Google Scholar 

  • Birle E, Heyer D, Vogt N (2008) Influence of the initial water content and dry density on the soil–water retention curve and the shrinkage behavior of a compacted clay. Acta Geotech 3(3):191–200

    Article  Google Scholar 

  • Chamindu Deepagoda TKK, Jayarathne JRRN, Clough TJ, Thomas S, Elberling B (2019) Soil-gas diffusivity and soil-moisture effects on N2O emissions from intact pasture soils. Soil Sci Soc Am J 83:1032–1043

    Article  Google Scholar 

  • Delage P, Lefebvre G (1984) Study of the structure of a sensitive Champlain clay and its evolution during consolidation. Can Geotech J 21(1):21–35

    Article  Google Scholar 

  • Diamond (1970) Pore size distributions in clay. Clay Clay Miner 18:7–23

    Article  Google Scholar 

  • Dieudonne AC, Della Vecchia G, Charlier R, and Jommi C (2014) “Influence of microfabric evolution on the retention behavior of compacted clayey soils”, Proceedings of 6th International Conference on Unsaturated Soils, UNSAT, Sydney, Australia, pp: 679–684

  • Fredlund, D.G. (1964) Comparison of soil suction and one-dimensional consolidation characteristics of a highly plastic clay.” National Research Council of Canada, Division of Building Research, Technical Report No. 245, Ottawa, Ontario, Canada

  • Fredlund, D.G. (2015) “Relationship between the laboratory SWCCs and field stress state”, proceeding of UNSAT 2015. Guilin, China, 23-26-October

  • Fredlund DG (2017) “Role of the soil-water characteristic curve in unsaturated soil mechanics”, ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, p 57–79, 2017, ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering

  • Fredlund, D.G., Rahardjo, H., and Fredlund, M.D. (2018). Understanding the family of soil-water characteristic curves”, Proceedings of the Canadian Geotechnical Conference, Sept. 23–26, Edmonton, AB, geo2018, Paper 395

  • Fredlund, D.G. and Houston S.L. (2013) “Interpretation of soil-water characteristic curves when volume change occurs as soil suction is changed” advances in unsaturated soils - proceedings of the 1st pan-American conference on unsaturated soils, PanAmUNSAT 2013, p 15-31, 2013, advances in unsaturated soils - proceedings of the 1st pan-American conference on unsaturated soils, PanAmUNSAT 2013

  • Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soil. Wiley, New York, N.Y

    Book  Google Scholar 

  • Fredlund DG, Xing A (1994) Equations for the soil-water characteristic curve. Can Geotech J 31(3):521–532

    Article  Google Scholar 

  • Fredlund, M. D., Wilson, G. W., and Fredlund, D. G. (2002). “Representation and estimation of the shrinkage curve.” Proc., 3rd Int. Conf. On unsaturated soils, UNSAT 2002, Recife, Brazil, pp. 145–149

  • Gao Y, Sun DA, Zhou AN (2016) Hydro-mechanical behaviour of unsaturated soil with different specimen preparations. Can Geotech J 53(6):1–9

    Article  Google Scholar 

  • Gao Y, Sun D (2017) Soil-water retention behavior of compacted soil with different densities over a wide suction range and its prediction. Comput Geotech 91:17–26

    Article  Google Scholar 

  • Gao Y, Sun D, Zhu ZC, Xu YF (2019) Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction range. Acta Geotech 14(2):417–428

    Article  Google Scholar 

  • Griffiths FJ, Joshi RC (1990) Change in pore size distribution due to consolidation of clays. Ge’otechnique 40(2):303–309

    Article  Google Scholar 

  • Hamberg, D. J. (1985). “A simplified method for predicting heave in expansive soils.” M.S. thesis, Colorado State Univ., Fort Collins, CO.

  • Han, Z., Vanapalli, S. K.*, and Zou, W. -L. (2017). Integrated approaches for predicting soil-water characteristic curve and resilient modulus of compacted subgrade soils. Can Geotech J 54(5):646-663.

  • Han, Z., Vanapalli,S.K., Zou, W.L., Wang, X.Q., Zhang, J.F. (2019) Modelling virgin compression line of compacted unsaturated soils. Acta Geotech 14(6):1991-2006

  • Kollijji A, Vulliet L, Laloui L (2010) Structural characterization of unsaturated aggregated soil. Can Geotech J 47(3):297–311

    Article  Google Scholar 

  • Lapierre C, Leroueil S, Locat J (1990) Mercury intrusion and permeability of Louisville clay. Can Geotech J 27(6):761–773. https://doi.org/10.1139/t90-090

    Article  Google Scholar 

  • Li ZS, Benchouk A, Derfouf FEM, Abou-Bekr N, Taibi S, Souli H, Fleureau JM (2018) Global representation of the drying–wetting curves of four engineering soils: experiments and correlations. Acta Geotech 13:51–71

    Article  Google Scholar 

  • Likos, W. J., Olsen, H. W., Krosley, L., and Lu, N. (2003). “Measured and estimated suction indices for swelling potential classification.” J Geotech Geoenviron Eng, https://doi.org/10.1061/(ASCE)1090-0241(2003)129:7(665), pp. 665–668

  • Lin B, Cerato AB (2013) Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils. Bull Eng Geol Environ 72(1):61–70

    Article  Google Scholar 

  • Lu N, Dong Y (2017) Correlation between soil-shrinkage curve and water-retention characteristics. J Geotech Geoenviron 143(9):04017054

    Article  Google Scholar 

  • McKeen, R. G. (1992). “A model for predicting expansive soil behavior.” Proc., 7th Int. Conf. On expansive soils, pp. 1–6

  • Mendes JD, Toll G (2016) Influence of initial water content on the mechanical behavior of unsaturated sandy clay soil. Int J Geomech 16(6):D4016005

    Article  Google Scholar 

  • Miao L, Houston SL, Cui Y, Yuan J (2007) Relationship between soil structure and mechanical behavior for an expansive unsaturated clay. Can Geotech J 44(2):126–137

    Article  Google Scholar 

  • Nelson JD, Miller DJ (1992) Expansive soils: problem and practice in foundation and pavement engineering. John Wiley, New York, N.Y

    Google Scholar 

  • Oualmakran M, Mercatoris BCN, Francois B (2016) Pore-size distribution of a compacted silty soil after compaction, saturation, and loading. Can Geotech J 53(12):1902–1909

    Article  Google Scholar 

  • Pham HQ, Fredlund DG (2011) Volume-mass unsaturated soil constitutive model for drying-wetting under isotropic loading- unloading conditions. Can Geotech J 48(2):280–313

    Article  Google Scholar 

  • Peng X, Horn R (2005) Modeling soil shrinkage curve across a wide range of soil types. Soil Sci Soc Am J 69(3):584–592

    Article  Google Scholar 

  • Perko HA, Thompson RW, Nelson JD (2000) Suction compression index based on CLOD test results. Advances in unsaturated geotechnics, C. D

    Book  Google Scholar 

  • Romero E, Gens A, Lloret A (1999) Water permeability, water retention andmicrostructure of unsaturated boom clay. Eng Geol 54:117–127

    Article  Google Scholar 

  • Romero, E. & Vaunat, J. (2000). “Retention curves of deformable clays. In Experimental evidence and theoretical approaches in unsaturated soils” (eds A. Tarantino A. and C. Mancuso), proceedings of an international workshop on unsaturated soils, Trento, Italy, pp. 91–106. Rotterdam: AA Balkema

  • Roy S, Rajesh S (2020) Simplified model to predict features of soil-water retention curve accounting for stress state condition. Int J Geomech 20(3):04019191

    Article  Google Scholar 

  • Salager S, Nuth M, Ferrari A, Laloui L (2013) Investigation into water retention behaviour of deformable soils. Can Geotech J 50(2):200–208

    Article  Google Scholar 

  • Sun DA, Sheng DC, Xu YF (2007) Collapse behaviour of unsaturated compacted soil with different initial densities. Can Geotech J 44(6):673–686

    Article  Google Scholar 

  • Sun WJ, Cui YJ (2017) Investigating the microstructure changes for silty soil during drying. Geotechnique 68(4):370–373

    Article  Google Scholar 

  • Tripathy S, Subba K, Fredlund DG (2002) Water content-void ratio swell-shrink paths of compacted expansive soils. Can Geotech J 39:938–959

    Article  Google Scholar 

  • Tripathy S, Tadza MYM, Thomas HR (2014) Soil-water characteristic curves of clays. Can Geotech J 51(8):869–883

    Article  Google Scholar 

  • Wijaya M, Leong EC (2017) Modelling the effect of density on the unimodal soil-water characteristic curve. Géotechnique 67(7):637–645

    Article  Google Scholar 

  • Zhai Q, Rahardjo H (2012) Determination of soil–water characteristic curve variables. Computer Geotechnique No 42:37–43

    Article  Google Scholar 

  • Zhai Q, Rahardjo H (2015) Estimation of permeability function from soil-water characteristic curve. Eng Geol 199:148–156

    Article  Google Scholar 

  • Zhai Q, Rahardjo H, Satyanaga A (2017a) Effects of residual suction and residual water content on the estimation of permeability. Geoderma 303:165–177

    Article  Google Scholar 

  • Zhai Q, Rahardjo H, Satyanaga A (2017b) Effect of bimodal soil-water characteristic curve on the estimation of permeability function. Eng Geol 230:142–151

    Article  Google Scholar 

  • Zhai Q, Rahardjo H, Satyanaga A (2018) The pore-size distribution framework for the estimation of hydraulic properties for sandy soil. Eng Geol 246:288–292

    Article  Google Scholar 

  • Zhai Q, Rahardjo H, Satyanaga A, Dai GL (2019) Estimation of unsaturated shear strength from soil-water characteristic curve. Acta Geotech 14(6):1977–1990

  • Zhou, A. N., Sheng, D. & Carter, J. P. (2012). Modelling the effect of initial density on soil-water characteristic curves.” Géotechnique 62, No. 8, 669–680, https://doi.org/10.1680/geot.10.P.120

  • Zhou C, Ng CWW (2014) A new and simple stress-dependent water retention model for unsaturated soil. Comput Geotech 62:216–222

    Article  Google Scholar 

  • Zhou WH, Yuen KV, Tan F (2014) Estimation of soil–water characteristic curve and relative permeability for granular soils with different initial dry densities. Eng Geol 179:1–9

    Article  Google Scholar 

Download references

Funding

The first author would like to acknowledge the financial supports he received from the National Natural Science Foundation of China (No. 51878160), the National Key Research and development program of China (No. 2017YFC00703408), and the Research Funding from China Huaneng Group Co. Ltd. (HNKJ19-H17).

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Zhai, Q., Rahardjo, H., Satyanaga, A. et al. Framework to estimate the soil-water characteristic curve for soils with different void ratios. Bull Eng Geol Environ 79, 4399–4409 (2020). https://doi.org/10.1007/s10064-020-01825-8

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  • DOI: https://doi.org/10.1007/s10064-020-01825-8

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