Evaluating the durability of stabilized conventional granular material with Pond Ash and lime used as subbase course of flexible pavement

Author:

Ghosh Aditya Shankar,Roy Tapas Kumar

Publisher

Elsevier BV

Subject

General Medicine

Reference27 articles.

1. Tensile strength bearing ratio and slake durability of class F fly ash stabilized with lime and gypsum’;Ghosh;J. Mater Civ. Eng.,2006

2. A. Ghosh, Environmental and Engineering Characteristics of Stabilized Low Lime Fly Ash, Ph.D. thesis, IIT Kharagpur, India, 1996.

3. Annual Report 2020-21, Government of India, Ministry of Road Transport & Highways, New Delhi, 2021.

4. A.S. Ghosh, T.K. Roy, Evaluating the Utility of Pond Ash as an Alternative Foundation Material Partially Replacing Sand for Foundation Layers, 7IYGEC, 2019.

5. A.S. Ghosh, T.K. Roy, Evaluation of the Utility of Pond Ash as an Alternative Material Partially Replacing Sand for Subbase of Low Volume Roads, Conference Proceedings, CRSIDE 2020.

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