The role of carbide lime and fly ash blends on the geotechnical properties of clay soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02326-y.pdf
Reference52 articles.
1. Amnadnua K, Tangchirapat W, Jaturapitakkul C (2013) Strength, water permeability, and heat evolution of high strength concrete made from the mixture of calcium carbide residue and fly ash. Mater Des 51:894–901. https://doi.org/10.1016/j.matdes.2013.04.099
2. ASTM (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). ASTM Int D698:1–13. https://doi.org/10.1520/D0698-12E01.1
3. ASTM (2015) Standard test methods for wetting and drying compacted soil-cement mixtures. ASTM Int D559:1–6. https://doi.org/10.1520/D0559-03.Annual
4. ASTM (2016a) Standard test method for unconfined compressive strength of cohesive soil. ASTM Int D2166:1–7. https://doi.org/10.1520/D2166
5. ASTM (2016b) Standard test method for pulse velocity through concrete. ASTM Int C597:4. https://doi.org/10.1520/C0597-16.2
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