Performance of grass ash with mix of black cotton soil and lime

Author:

Priyadarshee AkashORCID,Chandra SunayanaORCID,Kumar VikasORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference50 articles.

1. Al-Rawas AA, Taha R, Nelson JD, AL-shabAl-siyabi BH (2002) A Comparitive evaluation of various additives used in the stabilization of expansive soil. Geotech Test J ASTM. https://doi.org/10.1520/GTJ11363J.ISSN0149-6115

2. Al-Shamrani MA, Dhowian AW (2003) Experimental study of lateral restrains effects on potential heave of expansive soils. Eng Geol 69:63–81

3. Armani A, Munfakh GA (1972) Lime stabilization of organic soils. Highwy Research Record No. 381, Washington, D.C., 37–45

4. ASTM D 698 (2014) Standard test methods for laboratory compaction characteristics of soil using standard effort. D 698, West Conshohocken, PA, USA

5. ASTM D 0854, (2014) Standard test methods for specific gravity of soil solids by water pycnometer. D 0854, West Conshohocken, PA, USA

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