Effect of Fly Ash and Rice Husk Ash on Permanent Deformation Behaviour of Subgrade Soil under Cyclic Triaxial Loading-Reference-Cited by-同舟云学术

Effect of Fly Ash and Rice Husk Ash on Permanent Deformation Behaviour of Subgrade Soil under Cyclic Triaxial Loading

Published:2016 Issue: Volume:17 Page:596-606
ISSN:2352-1465
Container-title:Transportation Research Procedia
language:en
Short-container-title:Transportation Research Procedia

Author:

Anupam Aditya Kumar,Kumar Praveen,Ransinchung R.N.G.D.

Publisher

Elsevier BV

Reference7 articles.

1. Anupam, A.K., Kumar P. and R.N., Ransingchung G.D., 2014. Performance evaluation of structural properties for soil stabilised using rice husk ash.Road Materials and Pavement Design, http://dx.doi.org/10.1080/14680629.2014.891533.

2. Brown, S.F., 2004. “Design considerations for pavement andrail track foundations.”Proc. Inst. Seminar on Geotechnics in Pavement and Railway Design and Construction,Athens: 61-72.

3. Repetitive load deformation of cohesionless soil;Diyaljee;Journal of Geotechnical Engineering Division, ASCE,1982

4. Fiber-reinforced fly ash subbases in rural roads;Kumar;Journal of Transportation Engineering ASCE,2008

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