Archives
 
Year 2020
 
Vol 61, Issue 6, [12 - 2020] - Full papers

Effect of wetting-drying cycles on surface cracking and swell-shrink behavior of expansive soil modified with ionic soil stabilizer

DOI:10.46326/JMES.2020.61(6).01

  • Affiliations:

    Faculty of Geology, Hanoi University of Natural Resources and Environment, Hanoi, Vietnam

  • *Corresponding:
    This email address is being protected from spambots. You need JavaScript enabled to view it.
  • Received: 21st-Sept-2020
  • Revised: 23rd-Nov-2020
  • Accepted: 31st-Dec-2020
  • Online: 31st-Dec-2020
Pages: 1 - 13
Views: 2855
View onlineView online
Downloads: 1118
Downdload PDF
★★★★★Rating: 1.0, Total rating: 112
  • ★
  • ★
  • ★
  • ★
  • ★
Yours rating

Cited by: 6

Abstract:

This paper presents the results of an experimental investigation of the effect of wetting-drying cycles on the surface cracking and swell-shrink behavior of modified expansive soils. An image processing technique was employed to understand this effect by quantifying the surface crack area density, crack number, crack length, mean crack width, and absolute shrinkage. Parameters such as height, the relative rate of expansion, and linear shrinkage were used to characterize the effect of wetting-drying cycles on the swell-shrink behavior of the specimens subjected to various overburden pressures. The results showed that the increase in the number of wetting/drying cycles accelerated the crack growth and led to the increased crack number, total crack length, and surface crack area density. Moreover, as the number of wetting/drying cycles increased, the absolute shrinkage to be on the rise, and the mean crack width exhibited fluctuation characteristics. Furthermore, the moisture content was inversely related to the crack extent. For the specimens subjected to various overburden pressures, the height and the moisture content showed a good linear relationship. With the increase in wetting/drying cycles, the relative rate of expansion of the specimen decreased. Additionally, a larger overburden pressure resulted in a lower relative rate of expansion; however, as the number of wetting/drying cycles increased, the relative rate of linear shrinkage increased and then decreased.

How to Cite
Dao, H.Minh, Nguyen, A.Thuc Thi and Do, T.Manh 2020. Effect of wetting-drying cycles on surface cracking and swell-shrink behavior of expansive soil modified with ionic soil stabilizer. Journal of Mining and Earth Sciences. 61, 6 (Dec, 2020), 1-13. DOI:https://doi.org/10.46326/JMES.2020.61(6).01.
References

Al-Rawas, A. A., Goosen, M. F., (2006). Expansive soils: recent advances in characterization and treatment. Taylor and Francis.

American Society for Testing and Materials, ASTM D4843-1988, (1988). Standard test method for wetting and drying test of solid wastes[S]. Philadephta: ASTM Press.

Boivin, P., Garnier, P.,Vauclin, M., (2006). Modeling the soil shrinkage and water retention curves with the same equations. Soil science society of America journal 70(4), 1082-1093.

Bowers, G. M., Loring, J. S., Schaef, H. T., Walter, E. D., Burton, S. D., Hoyt, D. W., Kirkpatrick, R. J., (2018). Interaction of Hydrocarbons with Clays under Reservoir Conditions: In Situ Infrared and Nuclear Magnetic Resonance Spectroscopy and X-ray Diffraction for Expandable Clays with Variably Wet Supercritical Methane. ACS Earth and Space Chemistry.

Chen, F. H., (2006). Foundations on expansive soils (Vol. 12). Elsevier.

Cornelis, W. M., Corluy, J., Medina, H., Diaz, J., Hartmann, R., Van Meirvenne, M., Ruiz, M. E., (2006). Measuring and modelling the soil shrinkage characteristic curve. Geoderma 137(1-2), 179-191.

Erguler, Z. A., Ulusay, R., (2003). A simple test and predictive models for assessing swell potential of Ankara (Turkey) Clay. Engineering Geology 67(3-4), 331-352.

Hai-bo, Lu., Zhao-tian, Zeng., Yan-lin, Zhao., Hao, L., (2009). Experimental studies of strength of expansive soil in drying and wetting cycle. Rock and Soil Mechanics 30(12), 3797-3802.

Kalkan, E., (2011). Impact of wetting-drying cycles on swelling behavior of clayey soils modified by silica fume. Applied Clay Science 52(4), 345-352.

Katz, L. E., Rauch, A. F., Liljestrand, H. M., Harmon, J. S., Shaw, K. S., and Albers, H., (2001). Mechanisms of soil stabilization with liquid ionic stabilizer. Transportation Research Record 1757(1), 50-57.

Kishné, A. S., Morgan, C. L., Ge, Y., Miller, W. L., (2010). Antecedent soil moisture affecting surface cracking of a Vertisol in field conditions. Geoderma 157(3-4), 109-117.

Li, X. W., Feng, X., and Zhang, Y., (2009). Depicting and analysis of expansive soil fissure in view of plane. Hydrogeology and Engineering Geology 1, 96-99.

 

Lu, Z. H., Chen, Z. H., Pu, Y. B., (2002). A CT study on the crack evolution of expansive soil during drying and wetting cycles. Rock and Soil Mechanics-Wuhan 23(4; ISSU 78), 417-422.

Nayak, N. V., Christensen, R. W., (1971). Swelling characteristics of compacted expansive soils. Clays and Clay Minerals 19(4), 251 - 261.

Pires, L. F., Bacchi, O. O., Reichardt, K., (2005). Gamma ray computed tomography to evaluate wetting/drying soil structure changes. Nuclear instruments and methods in physics research section B: beam interactions with materials and atoms 229(3-4), 443-456.

Rao, A. S., Phanikumar, B. R., Sharma, R. S., (2004). Prediction of swelling characteristics of remoulded and compacted expansive soils using free swell index. Quarterly Journal of Engineering Geology and Hydrogeology 37(3), 217-226.

Tang, C. H., Shi, B., Liu, C., (2012). Study on desiccation cracking behavior of expansive soil. Journal of Engineering Geology 20(5), 663-673.

Tang, C. S., Shi, B., Liu, C., Wang, B. J., (2007). Factors affecting the surface cracking in clay due to drying shrinkage. Journal of Hydraulic Engineering 10.

Tang, C. S., Wang, D. Y., Shi, B., Li, J., (2016). Effect of wetting-drying cycles on profile mechanical behavior of soils with different initial conditions. Catena 139, 105-116.

Yang, H. P., Zhang, R., Zheng, J. L., (2006). Variation of deformation and strength of expansive soil during cyclic wetting and drying under loading condition. Yantu Gongcheng Xuebao (Chinese Journal of Geotechnical Engineering) 28(11), 1936-1941.

Yao Zhihua, Chen Zhenghan, Huang Xuefeng, et al., (2010). Influence of structural damage on yielding characteristics of expansive soils [J]. Chinese Journal of Rock Mechanics and Engineering 29(7), 1503-1512.

Yao Zhihua., Chen Zhenghan., Zhu Yuan-qing., Shiji, W., (2010). Meso-structural change of remolded expansive soils during wetting-drying cycles and triaxial soaking tests. Chinese Journal of Geotechnical Engineering 32(1), 68-76.

Yuan, J. P., Yin, Z. Z., (2004). Quantitative index of fissure and strength characteristics of fissured expansive soils [J]. Journal of Hydraulic Engineering 6, 108-113.

Zeng, Z. T., Lu, H. B., Zhao, Y. L., Wang, Z. B., (2013). Study of pore size distribution of expansive soil during wetting-drying cycle and its application. Rock and Soil Mechanics 34(2), 322-328.

Zhan, L., (2007). Soil-water interaction in unsaturated expansive soil slopes. Frontiers of Architecture and Civil Engineering in China 1(2), 198.

Zhang, J. J., Gong, B. W., Hu, B., Zhou, X. W., Wang, J., (2011). Study of evolution law of fissures of expansive clay under wetting and drying cycles. Rock and Soil Mechanics 32(9), 2729-2734.

Сорочан. E. A, (1982). Design and construction of buildings on expansive soil [M]. Beijing. China Building Industry Press.

Other articles