Understanding the Engineering Behaviour of Expansive Soil Amended with Bagasse Ash and Lime Using Microstructural Analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00445-y.pdf
Reference41 articles.
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2. Foster MD (1954) The relation between composition and swelling in clays. Clays Clay Miner 3(1):205–270
3. Bhuler R, Cerato AB (2007) Stabilization of Oklahoma expansive soils using lime and class C fly ash. GeoDenver: new peaks in Geotechnics, GSP 162: problematic soils and rocks and in-situ characterization, Denver, CO. 18–21
4. Phanikumar BR, Malini CA, Karthika R (2012) Swell-consolidation characteristics of artificial sand clay mixes. J Geomech Geoeng 7(1):69–74
5. Cokca E (2001) Use of class C fly ash for the stabilization of an expansive soil. J Geotech Geoenviron Eng 127(7):568–573
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