Laboratory Investigation on Dynamic Small-Strain Shear Modulus of Fly Ash Stabilized Expansive Soil
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Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-4396-5_54
Reference13 articles.
1. Phani Kumar BR, Sharma RS (2003) Effect of fly ash on engineering properties of expansive soils. J Geotech Geoenv Eng 130(7):764–767. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(764)
2. Correa-Silva M, Araújo N, Cristelo N, Miranda T, Gomes AT, Coelho J (2018) Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications. Road Mater Pavement Des 1–15. https://doi.org/10.1080/14680629.2018.1473286
3. Kim B, Prezzi M, Salgado R (2005) Geotechnical properties of fly and bottom ash mixtures for use in highway embankments. J Geotech Geoenv Eng 131:914–924. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(914)
4. Gokhan I, Nazli Y, Takaaki K (2003) Experimental investigation of dynamic response of compacted clayey soils. Geotech Test J 26:1–17. https://doi.org/10.1520/GTJ11328J
5. ASTM C618-03 (2003) Standard specification for coal fly ash and raw or calcined natural Pozzolan for use in concrete. ASTM International, West Conshohocken, PA
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