Technical Papers
Feb 19, 2021

Determination of Soil-Shrinkage Curve Using Transient Water Evaporation Method

Publication: International Journal of Geomechanics
Volume 21, Issue 5

Abstract

Soil-shrinkage curve (SSC) is an intrinsic constitutive relationship characterizing soil deformation due to variation of water content under drying. The determination of SSC has been challenging due to the difficulty of accurate measurement of volume change and the access of a broad range of water content. In this study, SSCs of three different types of soils are measured successfully by image process on photos of soil cake samples under multiple steps of drying in a humidity-controlled environmental chamber. The development of volumetric, radial, and vertical strain, and the geometry factor of the deformation are analyzed to validate homogeneous shrinkage during the entire drying process. The soil deformation is analyzed on the effect of transient drying and its dependency on water content. The sensitivity of mechanical and hydraulic properties of soil responding to time concludes that the equilibrium is not a necessity for the mechanical property measurement such as SSC. This feature implies that a transient drying process can be implemented to significantly shorten the time duration for measurement of soil shrinkage without an equilibrium condition in soil desiccation.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research is sponsored by National Natural Science Foundation of China grant (NSFC-51779254, 41572293).

References

Baer, J. U., and S. H. Anderson. 1997. “Landscape effects on desiccation cracking in an aqualf.” Soil Sci. Soc. Am. J. 61 (5): 1497–1502. https://doi.org/10.2136/sssaj1997.03615995006100050029x.
Beven, K., and P. Germann. 1982. “Macropores and water flow in soils.” Water Resour. Res. 18 (5): 1311–1325. https://doi.org/10.1029/WR018i005p01311.
Boivin, P. 2011. “Shrinkage and swelling phenomena in soils.” In Encyclopedia of agrophysics, edited by J. Gliński, J. Horabik, and J. Lipiec, 733–735. Dordrecht, Netherlands: Springer.
Bordoni, M., C. Meisina, R. Valentino, N. Lu, M. Bittelli, and S. Chersich. 2015. “Hydrological factors affecting rainfall-induced shallow landslides: From the field monitoring to a simplified slope stability analysis.” Eng. Geol. 193: 19–37. https://doi.org/10.1016/j.enggeo.2015.04.006.
Braudeau, E., J. M. Costantini, G. Bellier, and H. Colleuille. 1999. “New device and method for soil shrinkage curve measurement and characterization.” Soil Sci. Soc. Am. J. 63 (3): 525–535. https://doi.org/10.2136/sssaj1999.03615995006300030015x.
Bronswijk, J. J. B. 1988a. “Modeling of water balance, cracking and subsidence of clay soils.” J. Hydrol. 97 (3–4): 199–212. https://doi.org/10.1016/0022-1694(88)90115-1.
Bronswijk, J. J. B. 1988b. “Effect of swelling and shrinkage on the calculation of water balance and water transport in clay soils.” Agric. Water Manage. 14 (1–4): 185–193. https://doi.org/10.1016/0378-3774(88)90073-X.
Chertkov, V. Y. 2000. “Modeling the pore structure and shrinkage curve of soil clay matrix.” Geoderma 95 (3–4): 215–246. https://doi.org/10.1016/S0016-7061(99)00087-7.
Chertkov, V. Y. 2005. “The shrinkage geometry factor of a soil layer.” Soil Sci. Soc. Am. J. 69 (6): 1671–1683. https://doi.org/10.2136/sssaj2004.0343.
Chertkov, V. Y. 2007. “The reference shrinkage curve of clay soil.” Theor. Appl. Fract. Mech. 48 (1): 50–67. https://doi.org/10.1016/j.tafmec.2007.04.005.
Chertkov, V. Y. 2014. “The soil reference shrinkage curve.” Open Hydrol. J. 1 (1): 1–18. https://doi.org/10.2174/1874378100701010001.
Chertkov, V. Y., and I. Ravina. 1998. “Modeling the crack network of swelling clay soils.” Soil Sci. Soc. Am. J. 62 (5): 1162–1171. https://doi.org/10.2136/sssaj1998.03615995006200050002x.
Chertkov, V. Y., I. Ravina, and V. Zadoenko. 2004. “An approach for estimating the shrinkage geometry factor at a moisture content.” Soil Sci. Soc. Am. J. 68 (6): 1807–1817. https://doi.org/10.2136/sssaj2004.1807.
Dong, Y., and N. Lu. 2017. “Measurement of suction-stress characteristic curve under drying and wetting conditions.” Geotech. Test. J. 40 (1): 107–121. https://doi.org/10.1520/GTJ20160058.
Dong, Y., N. Lu, and P. J. Fox. 2020. “Drying-induced consolidation of soil.” J. Geotech. Geoenviron. Eng. 146 (9): 04020092. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002327.
Dong, Y., N. Lu, and J. S. McCartney. 2016. “Unified model for small-strain shear modulus of variably saturated soil.” J. Geotech. Geoenviron. Eng. 142 (9): 04016039. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001506.
Krisdani, H., H. Rahardjo, and E.-C. Leong. 2008. “Effects of different drying rates on shrinkage characteristics of a residual soil and soil mixtures.” Eng. Geol. 102 (1–2): 31–37. https://doi.org/10.1016/j.enggeo.2008.07.003.
Likos, W. J., W. Olsen Harold, L. Krosley, and N. Lu. 2003. “Measured and estimated suction indices for swelling potential classification.” J. Geotech. Geoenviron. Eng. 129 (7): 665–668. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:7(665).
Liu, X., and O. Buzzi. 2014. “Use of hand-spray plaster as a coating for soil bulk volume measurement.” Geotech. Test. J. 37 (3): 20130091. https://doi.org/10.1520/GTJ20130091.
Lu, N., and Y. Dong. 2017. “Correlation between soil-shrinkage curve and water–retention characteristics.” J. Geotech. Geoenviron. Eng. 143 (9): 04017054. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001741.
Lu, N., and M. Kaya. 2013. “A drying cake method for measuring suction–stress characteristic curve, soil-water-retention curve, and hydraulic conductivity function.” Geotech. Test. J. 36 (1): 1–19. https://doi.org/10.1520/GTJ20120097.
Lu, N., and W. J. Likos. 2006. “Suction stress characteristic curve for unsaturated soils.” J. Geotech. Geoenviron. Eng. 132 (2): 131–142. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(131).
McKeen, R. G. 1992. “A model for predicting expansive soil behavior.” In Proc., 7th Int. Conf. on Expansive Soils, 1–6. Dallas, TX: Dallas Convention and Visitors Bureau.
Rossi, A. M., D. R. Hirmas, R. C. Graham, and P. D. Sternberg. 2008. “Bulk density determination by automated three-dimensional laser scanning.” Soil Sci. Soc. Am. J. 72 (6): 1591–1593. https://doi.org/10.2136/sssaj2008.0072N.
Wallace, A., B. Thunder, N. Lu, A. Khan, and J. W. Godt. 2019. “Hydrological behavior of an infiltration-induced landslide in Colorado, USA.” Geofluids 2019: 1–14. https://doi.org/10.1155/2019/1659303.
Wayllace, A., and N. Lu. 2012. “Transient water release and imbibitions method for rapidly measuring wetting and drying soil water retention and hydraulic conductivity functions.” Geotech. Test. J. 35 (1): 1–15. https://doi.org/10.1520/GTJ103596.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 21Issue 5May 2021

History

Received: Apr 28, 2020
Accepted: Dec 1, 2020
Published online: Feb 19, 2021
Published in print: May 1, 2021
Discussion open until: Jul 19, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, P.R. China (corresponding author). ORCID: https://orcid.org/0000-0003-1237-0079. Email: [email protected]
Graduate Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, P.R. China; School of Engineering Sciences, University of Chinese Academy of Sciences, Beijing 100049, P.R. China. ORCID: https://orcid.org/0000-0003-2328-2859. Email: [email protected]

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share