A systematic characterization of the mixture of red mud and bottom ash as a geomaterial: an efficient utilization in subgrade pavement-Reference-Cited by-同舟云学术

A systematic characterization of the mixture of red mud and bottom ash as a geomaterial: an efficient utilization in subgrade pavement

Published:2024-04-24 Issue:4 Volume:26 Page:2159-2174
ISSN:1438-4957
Container-title:Journal of Material Cycles and Waste Management
language:en
Short-container-title:J Mater Cycles Waste Manag

Author:

Dixit Akshay,Jain Surabhi,Das Sarat Kumar^ORCID

Funder

DST, SERB, INDIA

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10163-024-01955-1.pdf

Reference44 articles.

1. AASHTO T307-99 (2000) Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials. Washington, DC, USA: American Association of State Highway and Transportation Officials

2. Abu-Farsakh M, Dhakal S, Chen Q (2015) Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading. Soils Found 55:504–516. https://doi.org/10.1016/j.sandf.2015.04.003

3. ASTM D1883 (2021) Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils. Methods 1–9. https://doi.org/10.1520/D1883-21

4. ASTM D2166/D2166M (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM Int 1–7. https://doi.org/10.1520/D2166

5. ASTM D2435/D2435M (2011) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. Annu B ASTM Stand 1–10. https://doi.org/10.1520/D2435

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