Stabilising a clay using tyre buffings and lime-Reference-Cited by-同舟云学术

Stabilising a clay using tyre buffings and lime

Published:2014-07-30 Issue:4 Volume:15 Page:872-891
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Cabalar Ali Firat,Karabash Zuheir,Mustafa Waleed Sulaiman

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/14680629.2014.939697

Reference52 articles.

1. Low Strain Dynamic Properties of Artificially Cemented Sand

2. Laboratory Study on Properties of Rubber-Soils

3. Anon, A. (1990). Lime stabilization manual, British aggregate construction materials industry. London: British Lime Association.

4. ASTM D1557. Standard test methods for laboratory compaction characteristics of soil using modified effort. West Conshohocken, PA: ASTM International.

5. ASTM D1883. Standard test method for California Bearing Ratio of laboratory compacted soils. West Conshohocken, PA: ASTM International.

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