Volume Change Behavior of Amended Expansive Soil Using Sugarcane Bagasse Ash-Based Geopolymer-Reference-Cited by-同舟云学术

Volume Change Behavior of Amended Expansive Soil Using Sugarcane Bagasse Ash-Based Geopolymer

Published:2024-04 Issue:4 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Khandelwal Amrisha¹^ORCID,Patel Krishna Kumar²,Singh Vishwajeet Pratap³

Affiliation:

1. Dept. of Civil Engineering, Motilal Nehru National Institute of Technology, Allahabad, Prayagraj, Uttar Pradesh 211004, India (corresponding author). ORCID: .

2. Dept. of Civil Engineering, Motilal Nehru National Institute of Technology, Allahabad, Prayagraj, Uttar Pradesh 211004, India.

3. Assistant Professor, Dept. of Civil Engineering, Motilal Nehru National Institute of Technology, Allahabad, Prayagraj, Uttar Pradesh 211004, India.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-16294

Reference43 articles.

1. Evaluation on the Mechanical Properties of Ground Granulated Blast Slag (GGBS) and Fly Ash Stabilized Soil via Geopolymer Process

2. Review of Fly-Ash-Based Geopolymers for Soil Stabilisation with Special Reference to Clay

3. Enhancing the engineering properties of subgrade materials using processed waste: A review;Amakye S. Y.;Geotechnics,2021

4. Synthesis and characterization of geopolymer from bagasse bottom ash, waste of sugar industries and naturally available china clay

5. Complete substitution of natural aggregates with industrial wastes in road subbase: A field study;Bakare M. D.;Resour. Conserv. Recycling,2023

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