Swell-shrink Cycles of Lime Stabilized Expansive Subgrade

Author:

Al-Taie Asmaa,Disfani Mahdi M.,Evans Robert,Arulrajah Arul,Horpibulsuk Suksun

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference17 articles.

1. Al- Taie, AY, Disfani, MM, Evans, RP, Arulrajah, A & Horpibulsuk, S 2015, ‘Determination of Optimum Lime Content for Volcanic Expansive Clays,’ From Fundamentals to Applications in Geotechnics: Proceedings of 15th Pan-American Conference on Soil Mechanics and Geotechnical Engineering (15th PCSMGE), Edited by Manzanal, D. and O. Sfriso, Alejo., Buenos Aires; Argentina; 15-18 November, pp. 1623-1630.

2. Studies on the Control of Swell and Collapse Potential of Selected Jordanian Soils Using Asphalt Stabilization;Al-Homoud;Soils and foundations,1995

3. AS1289.3.4.1 2008, Methods of Testing of Testing Soils for Engineering Purposes - Soil classification tests - Determination of the linear shrinkage of a soil - Standard method, Sydney, Australia: Standards Association of Australia.

4. ASTM-D422 2007, Standard Test Method for Particle Size Analysis of Soils, ASTM International.

5. ASTM-D698 2000, Standard Test Methods for Laboratory Compaction Charaterteristics of Soil Using Standard Effort (12,400 ft-Ibf/ft3), ASTM International.

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