Abstract
In order to improve the red clay’s undesirable physical properties, improve its strength and reduce deformation, use a new type of electrochemical reinforcement imported from Australia —Ionic Soil Stabilizer, to make reinforcement on the red clay in Wuhan and then microstructure and quantitative research of red clay was explored. First, ISS with different volume ratio of water and then adding different proportions of red clay ISS solution, the unconfined compressive strength test and scanning electron microscope analysis test. As it can be seen from the results that after ISS reinforces the red clay, unconfined compressive strength Obviously increases; the main types of microstructure change to be the aggregate structure, however, aggregate apparently turn to be bigger and correspondingly void volume decrease with a denser structure. On the base of fractal theory, the 3000-times SEM photographs were vectored by ARCGIS, and then quantitatively analyzes variation of soil pore.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Chen, Y., Dong, J.: Ionic soil stabilizer construction manual. Wuhan University of Technology Press, Wuhan (1999) (in Chinese)
Wang, Y., Zhang, L.: Experimental study on ISS Stabilized Soil. Highway 7, 39–43 (2001) (in Chinese)
Wang, Q., Wang, J.: A Study on fractal of porosity in the soils. Chinese Journal of Geotechnical Engineering 22, 496–498 (2000) (in Chinese)
Xiang, W., Cui, D., Liu, L.: Experimental study on sliding soil of Ionic Soil Stabilizer-Reinforces. Earth Science 32, 397–402 (2007) (in Chinese)
Wang, B., Shi, B., Liu, Z., et al.: Fractal study on microstructure of clay soil by GIS. Chinese Journal of Geotechnical Engineering 26, 244–247 (2000) (in Chinese)
Yang, S., Jiang, X., Li, X.: Microstructure Analysis of Soil Based on Fractal Theory. China Harbour Engineering 2, 14–16 (2000) (in Chinese)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2012 Springer-Verlag GmbH Berlin Heidelberg
About this paper
Cite this paper
Lu, X., Xiang, W. (2012). A Quantitative Study of Microstructure Characteristics of Ionic Soil Stabilizer Reinforcing Red Clay. In: Zhang, W. (eds) Software Engineering and Knowledge Engineering: Theory and Practice. Advances in Intelligent and Soft Computing, vol 162. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-29455-6_115
Download citation
DOI: https://doi.org/10.1007/978-3-642-29455-6_115
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-29454-9
Online ISBN: 978-3-642-29455-6
eBook Packages: EngineeringEngineering (R0)