Factors affecting properties of MSWI bottom ash employing cement and fiber for geotechnical applications-Reference-Cited by-同舟云学术

Factors affecting properties of MSWI bottom ash employing cement and fiber for geotechnical applications

Published:2019-11-16 Issue:7 Volume:22 Page:6891-6905
ISSN:1387-585X
Container-title:Environment, Development and Sustainability
language:en
Short-container-title:Environ Dev Sustain

Author:

Singh Davinder,Kumar Arvind

Publisher

Springer Science and Business Media LLC

Subject

Management, Monitoring, Policy and Law,Economics and Econometrics,Geography, Planning and Development

Link

http://link.springer.com/content/pdf/10.1007/s10668-019-00519-w.pdf

Reference26 articles.

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2. ASTM D1883-05. Standard test methods for California bearing ratio test for soils. West Conshohocken, PA: ASTM International.

3. ASTM D1557-09. Test method for laboratory compaction characteristics of soil using modified effort. West Conshohocken, PA: ASTM International.

4. Cavey, J. K., Krizek, R. J., Sobhan, K., & Baker, W. H. (1995). Waste fibers in cement stabilized recycled aggregate base course material. Transportation Research Record 1486. Transportation Research Board: Washington, DC, 1486, 97–106.

5. Consoli, N. C., Montardo, J. P., Prietto, P. D. M., & Pasa, G. S. (2002). Engineering behavior of sand reinforced with plastic waste. Journal of Geotechnical and Geoenvironmental Engineering, 128(6), 462–472.

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