Influence of Hydroxyl Aluminium on the Engineering Properties of Montmorillonite Clay

Article Preview

Abstract:

The influence of hydroxyl aluminium on the mechanical and physical characteristics of montmorillonite clay was examined in this study. Hydroxyl aluminium-modified and unmodified montmorillonite samples were examined using X-ray diffraction (XRD), scanning electron microscopy (SEM), hydrometer analysis, unconsolidated undrained (UU) triaxial strength tests, unconfined compressive strength tests, Atterberg limit tests, swelling potential tests and other evaluation techniques. The results indicated that the hydrophilic nature and the swelling and shrinkage properties of the montmorillonite clay changed drastically as a result of modification with hydroxyl aluminium. The free swelling ratio of the clay was reduced sharply, and its particle size gradation and strength characteristics were greatly improved by modification with hydroxyl aluminium. The proportion of clay-sized particles decreased dramatically, and the proportion of silt-sized particles increased. The results of this study suggest that hydroxyl aluminium influences the mechanical and physical properties of montmorillonite clay by physicochemical interactions.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

183-190

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Mitchell, J. K: Fundamentals of Soil Behavior (John Wiley & Sons, New York 1993).

Google Scholar

[2] Al-Rawas, A.A., Hago, A.W., Al-Sarmi, H: Build. Environ. Vol. 40 (2005), p.681.

Google Scholar

[3] B. Shi, H. Jiang, Z. Liu, H.Y. Fang: Engineering Geology Vol. 67 (2002), p.63.

Google Scholar

[4] J.B. Croft: GEOTECHNIQUE. Vol. 17 (1967), p.119.

Google Scholar

[5] Basma AA, Tuncer ER: Transportation Research Board. Vol. 1296 (1991), p.52.

Google Scholar

[6] Al-Rawas AA, Taha R, Nelson JD, Beit Al-Shab T, Al-Siyabi H. A: GEOTECH. TEST. J. Vol. 25 (2002), p.199.

DOI: 10.1520/gtj11363j

Google Scholar

[7] Nalbantoglu, Z., Tuncer, E.R.: CAN. GEOTECH J. Vol. 38 (2001), p.154.

Google Scholar

[8] Alper, S., Gozde, I., Recep, Y.H., Kambiz, R.: BUILD. ENVIRON. Vol. 42 (2006), p.150.

Google Scholar

[9] Sulapha Peethamparan, Jan Olek, Sidney Diamond: CEMENT CONCRETE RES. Vol. 39 (2009), p.58.

Google Scholar

[10] P.F. Luckham, S. Rossi: ADV. COLLOID INTERFAC. Vol. 829 (1999), p.43.

Google Scholar

[11] Fateme Yazdandoust, S. Shahaboddin Yasrobi: APPL. CLAY. SCI. Vol. 50 (2010), p.461.

Google Scholar

[12] Bryhn, O. R.; Loken, T.; and Reed, M. G., In: Proceedings of the international clay conference, Denver, Colorado, (1987), p.427.

Google Scholar

[13] Hongping He, Rayl. Frost : CLAY CLAY MINER. Vol. 54 (2006), p.689.

Google Scholar

[14] JM Duan, J Gregory: ADV. COLLOID INTERFAC. Vol. 100 (2003), p.475.

Google Scholar

[15] Takeshi Kasama, Yujiro Watanabe, Hirohisa Yamada, Takashi Murakami: APPL. CLAY. SCI. Vol. 25(2003), p.167.

Google Scholar

[25] Wang D, Tang H, Gregory J.: ENVIRON. SCI. TECHNO. Vol. 36 (2002) p.1815.

Google Scholar

[17] Changbing Cheng, Kang Zheliang, Xu Changwei: Rock and Soil Mechanics, Vol. 13 (1992), p.122, in Chinese.

Google Scholar

[18] GB/T 50123-1999, Standard for soil test method (Chinese planning press, China 1999).

Google Scholar

[19] JTG D30-2004, Specification for design of highway subgrades (China communication press, China 2004).

Google Scholar

[20] R.L. Zhu, T. Wang, W.X. Chen: J COLLOID. INTERF. SCI. Vol. 335 (2009), p.77.

Google Scholar