Reduction of Expansive Index, Swelling and Compression Behavior of Kaolinite and Bentonite Clay with Sand and Class C Fly Ash-Reference-Cited by-同舟云学术

Reduction of Expansive Index, Swelling and Compression Behavior of Kaolinite and Bentonite Clay with Sand and Class C Fly Ash

Published:2015-09-28 Issue:1 Volume:34 Page:87-101
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Kolay P. K.,Ramesh K. C.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-015-9930-4.pdf

Reference42 articles.

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2. AlKarni A, ElKholy SM (2012) Improving geotechnical properties of dune sands through cement stabilization. J Eng Comput Sci 5(1):1–19

3. Al-Mhaidib AI (2006) Swelling behavior of expansive shale: a case study from Saudi Arabia. In: Al-Rawas AA, Goosen MFA (eds) Expansive soils: advances in characterization and treatment. Taylor and Francis, London

4. Al-Rawas AA, Goosen MFA (eds) (2006) Expansive soils: recent advances in characterization and treatment. Taylor and Francis, London

5. ASTM C 618 (1996) Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM International, West Conshohocken

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