This article presents the stress-strain characteristics of loess stabilized by SiO2 nanoparticles of different diameters. Atterberg limits, X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), and specific surface area tests were also carried out. The phase characteristics, chemical composition, microstructure, and specific surface area of the stabilized loess were analyzed. The addition of SiO2 nanoparticles was found to improve the mechanical properties of loess soil effectively.
Similar content being viewed by others
References
L. Barden, A. McGown, and K. Collins, "The collapse mechanism in partly saturated soil," Eng. Geol., 7, 49-60 (1973).
E. Derbyshire, "Geological hazards in loess terrain, with particular reference to the loess regions of China," Earth Sci. Rev., 54, 231-260 (2001).
T. A. Dijkstra, J. Wasowski, M. G. Winter, and X. M. Meng, "Introduction to geohazards of Central China," Q. J. Eng. Geol. Hydrogeol., 47, 195-199 (2014).
D. Evstatiev, "Loess improvement methods," Eng. Geol., 25, 341-366 (1988).
N. Zia and P. Fox, "Engineering properties of loess-fly ash mixtures for roadbase construction," Transp. Res. Rec., 1714, 49-56 (2000).
I. Jefferson, D. Evstatiev, and D. Karastanev, "The Treatment of Collapsible Loess Soils Using Cement Materials," American Society of Civil Engineers, GeoCongress, 662-669 (2008).
C. Onyelowe Ken and F. O. Okafor, "A Comparative Review of Soil Modification Methods," ARPN J. Earth Sci., 1(2), 36-41 (2012).
M. Arabi and S. Wild, "Microstructural development in cured soil-lime composites," J. Mat. Sci., 21, 497-503 (1986).
M. Al-Mukhtar, A. Lasledj, and J. F. Alcover, "Behaviour and mineralogy changes in lime-treated expansive soil at 20 °C," Appl. Clay Sci., 50, 191-198 (2010).
Z. Metelkova, J. Bohach, R. Prikryl, and I. Sedlarova,. "Maturation of loess treated with variable lime admixture: pore space textural evolution and related phase changes," Appl. Clay Sci., 61, 37-43 (2012).
Q. F. Lv, S. Wang, D. Wang, and Z. Wu, "Water stability mechanism of silicification grouted loess," Bull. Eng. Geol. Environ., 73, 1025-1035 (2014).
F. Pacheco-Torgal, S. Miraldo, Y. Ding, and J. A. Labrincha, "Targeting HPC with the help of nanoparticles: an overview," Constr. Build. Mater., 38, 365-367 (2013).
X. Gao, Q. L. Yu, and H. J. H. Brouwers, "Characterization of alkali activated slag-fly ash blends containing nano-silica," Constr. Build. Mater., 98, 539-545 (2015).
N. Farzadnia, A. A. A. Ali, and R. Demirboga, "Development of nanotechnology in high performance concrete," Adv. Mater. Res., 364, 115-118 (2012).
K. L. Lin, W. C. Chang, D. F. Lin, H. L. Luo, and M. C. Tsai, "Effects of nano-SiO2 and different ash particle sizes on sludge ash-cement mortar," J. Environ. Manag., 88, 708-714 (2008).
P. Hou, K. Wang, J. Qian, S. Kawashima, D. Kong, and S. P. Shah, "Effects of colloidal nanoSiO2 on fly ash hydration," Cem. Concr. Compos., 34, 1095-1103 (2012).
S. H. Bahmani, B. B. K. Huat, A. Asadi, and N. Farzadnia, "Stabilization of residual soil using SiO2 nanoparticles and cement,". Constr. Build. Mater., 64, 350-359 (2014).
A. W. Skempton, "The colloidal activity of clays," Proc. of the Third Int. Conf. on Soil Mech. and Found. Eng., Zurich, Switzerland, 57-61 (1953).
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 26-29, November-December, 2017.
Rights and permissions
About this article
Cite this article
Lv, Q., Chang, C., Zhao, B. et al. Loess Soil Stabilization by Means of SiO2 Nanoparticles. Soil Mech Found Eng 54, 409–413 (2018). https://doi.org/10.1007/s11204-018-9488-2
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-018-9488-2