Abstract

This paper investigates the parameters affecting the saturated hydraulic conductivity of lime-treated expansive clays. The experimental program accounted for lime content (0%, 4%, and 6%), curing period (7 and 28 days) and confining pressures (15, 30, and 45 kPa). In addition, the effect of accelerating curing on the saturated hydraulic conductivity of lime-treated clay was investigated. Experimental results indicated that the addition of lime resulted in a significant increase in hydraulic conductivity as compared to untreated specimens. Furthermore, the saturated hydraulic conductivity values showed less notable change for specimens with curing period greater than 7 days. Mercury intrusion porosimetry conducted as part of this study provided a clear insight and explanation to experimental observations.

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Go to Geo-China 2016
Geo-China 2016
Pages: 52 - 59

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Published online: Jul 21, 2016

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Tamer Y. Elkady [email protected]
Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh, Saudi Arabia; formerly, Faculty of Engineering, Cairo Univ., Giza, Egypt. E-mail: [email protected]
Abdullah Shaker [email protected]
Researcher, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh, Saudi Arabia. E-mail: [email protected]
Mosleh Al-Shamrani [email protected]
Professor, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh, Saudi Arabia. E-mail: [email protected]

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