Technical Papers
May 24, 2023

Three-Dimensional Soil–Water Characteristics Model of Expansive Soil Considering Swelling Effect

Publication: International Journal of Geomechanics
Volume 23, Issue 8

Abstract

In nature, expansive soil is generally in a state of swelling during rainfall, and its soil–water characteristic curve (SWCC) exhibits a three-dimensional space shape under the action of an increasing void ratio. In this study, expansive soil from Hefei, China, was used. SWCC and hygroscopic tests were performed. A three-dimensional hygroscopic swelling mathematical model of the dry density–void ratio–saturation degree was constructed based on the volume change behavior of expansive soils resulting from the hygroscopic test. In addition, depending on the variation in suction with the saturation degree of expansive soil under different values of dry densities, an SWCC mathematical model considering the swelling effect was constructed. The three-dimensional surface model of the hygroscopic swelling of the expansive soil was steeper in the lower saturation degree area. As the saturation degree increased, the three-dimensional surface gradually became flat. The SWCC model of the expansive soil under the action of swelling in a three-dimensional space is an S-shaped surface. The model exhibited dynamic changes in the suction and saturation degrees as the dry density of the soil decreased continuously. The model comprehensively revealed the hydraulic and swelling properties of expansive soil.

Get full access to this article

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

Acknowledgments

This research was funded by the National Natural Science Foundation of China (No. 42172308) and the Youth Innovation Promotion Association CAS (No. 2022331).

References

Albrecht, B. A., C. H. Benson, and S. Beuermann. 2003. “Polymer capacitance sensors for measuring soil gas humidity in drier soils.” Geotech. Test. J. 26 (1): 3–11. https://doi.org/10.1520/GTJ11101J.
Al-Dakheeli, H., and R. Bulut. 2019. “Interrelationship between elastic deformation and soil–water characteristic curve of expansive soils.” J. Geotech. Geoenviron. Eng. 145 (4): 1–12. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002020.
Al-Mahbashi, A. M., M. A. Al-Shamrani, and A. A. B. Moghal. 2020. “Soil–water characteristic curve and one-dimensional deformation characteristics of fiber-reinforced lime-blended expansive soil.” J. Mater. Civ. Eng. 32 (6): 04020125. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003204.
Alonso, E. E., A. Gens, and A. Josa. 1990. “A constitutive model for partially saturated soils.” Géotechnique 40 (3): 405–430. https://doi.org/10.1680/geot.1990.40.3.405.
Al-Taie, A., M. Disfani, R. Evans, and A. Arulrajah. 2019. “Collapse and swell of lime stabilized expansive clays in void ratio–moisture ratio–net stress space.” Int. J. Geomech. 19 (9): 04019105. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001488.
Al-Taie, A., M. Disfani, and E. Yaghoubi. 2021. “Suitability of swelling and collapse theory proposed based on virgin compression surface.” Soils Found. 61 (1): 113–128. https://doi.org/10.1016/j.sandf.2020.11.003.
Bashir, R., J. Sharma, and H. Stefaniak. 2016. “Effect of hysteresis of soil–water characteristic curves on infiltration under different climatic conditions.” Can. Geotech. J. 53 (2): 273–284. https://doi.org/10.1139/cgj-2015-0004.
Bocking, K. A., and D. G. Fredlund. 1980. “Limitations of the axis translation technique.” In Proc., 4th Int. Conf. on Expansive Soils. Reston, VA: ASCE.
CS (Chinese Standard). 2006. “Standard for soil test method.” GB/T 50123-1999 [2006 Version] (English Version). Accessed May 28, 2021. http://www.codeofchina.com/standard/GBT50123-1999.html.
Deng, D. P., S. S. Wen, K. Lu, and L. Li. 2020. “Calculation model for the shear strength of unsaturated soil under nonlinear strength theory.” Geomech. Eng. 21 (3): 247–258. https://doi.org/10.12989/gae.2020.21.3.247.
Ding, Z. Z., Y. R. Zheng, and L. S. Li. 2007. “Trial study on variation regularity of swelling force.” Rock Soil Mech. 28 (7): 1328–1332. https://doi.org/10.16285/j.rsm.2007.07.008.
Elkady, T., A. M. Al-Mahbashi, M. Dafalla, and M. Al-Shamrani. 2017. “Effect of compaction state on the soil water characteristic curves of sand–natural expansive clay mixtures.” Eur. J. Environ. Civ. Eng. 21 (3): 289–302. https://doi.org/10.1080/19648189.2015.1112844.
Fleureau, J. M., J. C. Verbrugge, P. J. Huergo, A. G. Correia, and S. Kheirbek-Saoud. 2002. “Aspects of the behaviour of compacted clayey soils on drying and wetting paths.” Can. Geotech. J. 39 (6): 1341–1357. https://doi.org/10.1139/T02-100.
Fredlund, D. G., H. Rahardjo, and M. D. Fredlund. 2012. Unsaturated soil mechanics in engineering practice. New York: Wiley.
Fredlund, D. G., D. Sheng, and J. Zhao. 2011. “Estimation of soil suction from the soil–water characteristic curve.” Can. Geotech. J. 48 (2): 186–198. https://doi.org/10.1139/T10-060.
Fredlund, D. G., and D. K. H. Wong. 1989. “Calibration of thermal conductivity sensors for measuring soil suction.” Geotech. Test. J. 12 (3): 188–194. https://doi.org/10.1520/GTJ10967J.
Fredlund, D. G., and A. Q. Xing. 1994. “Equations for the soil–water characteristic curve.” Can. Geotech. J. 31 (4): 521–532. https://doi.org/10.1139/t94-061.
Hedayati, M., A. Ahmed, M. S. Hossain, J. Hossain, and A. Sapkota. 2020. “Evaluation and comparison of in-situ soil water characteristics curve with laboratory SWCC curve.” Transp. Geotech. 23: 100351. https://doi.org/10.1016/j.trgeo.2020.100351.
Hedayati, M., M. Hossain, A. Mehdibeigi, and B. Thian. 2014. “Real-time modeling of moisture distribution in subgrade soils.” In Geo-Congress 2014 Technical Papers: Geo-Characterization and Modeling for Sustainability, Geotechnical Special Publication 234, edited by M. Abu-Farsakh, X. Yu, and L. R. Hoyos, 3015–3024. Reston, VA: ASCE.
Karube, D., and S. Kato. 1989. “Yield function of unsaturated soil.” In Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering. Rotterdam, The Netherlands: A.A. Balkema.
Kodikara, J. 2012. “New framework for volumetric constitutive behaviour of compacted unsaturated soils.” Can. Geotech. J. 49 (11): 1227–1243. https://doi.org/10.1139/t2012-084.
Kong, L. W., B. C. Zhou, H. Bai, and W. Chen. 2010. “Experimental study of deformation and strength characteristics of Jingmen unsaturated expansive soil.” Rock Soil Mech. 31 (10): 3036–3042. https://doi.org/10.16285/j.rsm.2010.10.018.
Lin, B., and A. B. Cerato. 2013. “Hysteretic soil water characteristics and cyclic swell-shrink paths of compacted expansive soils.” Bull. Eng. Geol. Environ. 72: 61–70. https://doi.org/10.1007/s10064-012-0450-7.
Lu, N., and Y. Dong. 2017. “Correlation between soil-shrinkage curve and water-retention characteristics.” J. Geotech. Geoenviron. Eng. 143 (9): 1–11. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001741.
Pincus, H. J., S. L. Houston, W. N. Houston, and A. M. Wagner. 1994. “Laboratory filter paper suction measurements.” Geotech. Test. J. 17 (2): 185–194. https://doi.org/10.1520/GTJ10090J.
Romero, E., and C. Jommi. 2008. “An insight into the role of hydraulic history on the volume changes of anisotropic clayey soils.” Water Resour. Res. 44 (12): 12–24. https://doi.org/10.1029/2007WR006558.
Salager, S., M. S. El 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.
Salager, S., M. Nuth, A. Ferrari, and L. Laloui. 2013. “Investigation into water retention behaviour of deformable soils.” Can. Geotech. J. 50 (2): 200–208. https://doi.org/10.1139/cgj-2011-0409.
Shangguan, Z. H., M. Y. Wang, J. Y. Huang, G. Q. Shi, L. L. Song, and Z. G. Sun. 2020. “Study on social integration identification and characteristics of migrants from ‘Yangtze River to Huaihe River’ project: A time-driven perspective.” Sustainability 12 (1): 211. https://doi.org/10.3390/su12010211.
Stange, C., and R. Horn. 2005. “Modeling the soil water retention curve for conditions of variable porosity.” Vadose Zone J. 4 (3): 602–613. https://doi.org/10.2136/vzj2004.0150.
Stannard, D. I. 1992. “Tensiometers—Teory, construction, and use.” Geotech. Test. J. 15 (1): 48–58. https://doi.org/10.1520/GTJ10224J.
Sun, D. A., D. C. Sheng, and S. W. Sloan. 2007. “Elastoplastic modelling of hydraulic and stress–strain behaviour of unsaturated soils.” Mech. Mater. 39 (3): 212–221. https://doi.org/10.1016/j.mechmat.2006.05.002.
Tan, X. H., P. Li, M. F. Shen, M. Z. Hu, X. L. Hou, and H. C. Ma. 2020. “Evaluation of the spatial variability characteristics of the unsaturated clay in Hefei, China.” Soils Found. 60 (2): 454–465. https://doi.org/10.1016/j.sandf.2020.03.010.
Tan, X. H., Z. Y. Xin, M. F. Shen, X. E. Wang, and Q. Xu. 2014. “Study of soil–water characteristics of Hefei expansive soil under moisture-expansion condition.” Rock Soil Mech. 35 (12): 3352–3360+3369. https://doi.org/10.16285/j.rsm.2014.12.039.
Tang, C. S., Y. J. Cui, A. M. Tang, and B. Shi. 2011. “Volumetric shrinkage characteristics of soil during drying.” Chin. J. Geotech. Eng. 33 (8): 1271–1279.
Tao, G. L., Y. Y. Chen, H. L. Xiao, Y. Chen, and W. Peng. 2020. “Comparative analysis of soil–water characteristic curve in fractal and empirical models.” Adv. Mater. Sci. Eng. 2020: 1970314. https://doi.org/10.1155/2020/1970314.
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.
Wang, M. W., J. Li, S. Ge, and S. T. Liu. 2013. “Moisture migration tests on unsaturated expansive clays in Hefei, China.” Appl. Clay Sci. 79 (SI): 30–35. https://doi.org/10.1016/j.clay.2013.02.024.
Wang, S. J., X. Q. Wang, D. Li, X. Li, G. C. Liang, and Q. H. Muhammad. 2021. “Evolution of fissures and bivariate-bimodal soil–water characteristic curves of expansive soil under drying–wetting cycles.” Chin. J. Geotech. Eng. 43 (S1): 58–63. https://doi.org/10.11779/CJGE2021S1011.
Wijaya, M., and E. C. Leong. 2017. “Modelling the effect of density on the unimodal soil–water characteristic curve.” Géotechnique 67 (7): 637–645. https://doi.org/10.1680/jgeot.15.P.270.
Yaghoubi, E., M. M. Disfani, A. Arulrajah, and J. Kodikara. 2019. “Development of a void ratio–moisture ratio–net stress framework for the prediction of the volumetric behavior of unsaturated granular materials.” Soils Found. 59 (2): 443–457. https://doi.org/10.1016/j.sandf.2018.12.005.
Zhai, Q., H. Rahardjo, A. Satyanaga, and G. L. Dai. 2020a. “Estimation of tensile strength of sandy soil from soil–water characteristic curve.” Acta Geotech. 15 (12): 3371–3381. https://doi.org/10.1007/s11440-020-01013-8.
Zhai, Q., H. Rahardjo, A. Satyanaga, G. L. Dai, and Y. Zhuang. 2020b. “Framework to estimate the soil–water characteristic curve for soils with different void ratios.” Bull. Eng. Geol. Environ. 79 (8): 4399–4409. https://doi.org/10.1007/s10064-020-01825-8.
Zhan, L. T., P. Chen, and C. W. W. Ng. 2007. “Effect of suction change on water content and total volume of an expansive clay.” J. Zhejiang Univ. Sci. A 8 (5): 699–706. https://doi.org/10.1631/jzus.2007.A0699.
Zhou, A. N., D. Sheng, and J. Li. 2014. “Modelling water retention and volume change behaviours of unsaturated soils in non-isothermal conditions.” Comput. Geotech. 55: 1–13. https://doi.org/10.1016/j.compgeo.2013.07.011.
Zhou, B. C., L. W. Kong, W. Chen, H. Bai, and X. W. Li. 2010. “Analysis of characteristic parameters of soil–water characteristic curve (SWCC) and unsaturated shear strength prediction of Jingmen expansive soil.” Chin. J. Rock Mech. Eng. 29 (5): 1052–1059.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 8August 2023

History

Received: Sep 20, 2022
Accepted: Mar 7, 2023
Published online: May 24, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 24, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: https://orcid.org/0000-0003-4960-8941. Email: [email protected]
Jianhua Guo, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China; Changjiang Institute of Survey, Planning, Design and Research Co., Ltd., Wuhan 430010, China. Email: [email protected]
Zecheng Chi, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author). Email: [email protected]
Shanxiong Chen, Ph.D. [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. 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