Closure to “Probing the Stochastic Unconfined Compressive Strength of Lime–RHA Mix Treated Clayey Soil”-Reference-Cited by-同舟云学术

Closure to “Probing the Stochastic Unconfined Compressive Strength of Lime–RHA Mix Treated Clayey Soil”

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:

Gautam ¹^ORCID,Gupta Kritesh Kumar²,Bhowmik Debjit³,Dey Sudip⁴

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology Silchar, Silchar, Assam 788010, India (corresponding author). ORCID: .

2. Assistant Professor, Amrita School of Artificial Intelligence, Amrita Vishwa Vidyapeetham, Coimbatore, Tamil Nadu 641112, India.

3. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Silchar, Silchar, Assam 788010, India.

4. Assistant Professor, Dept. of Mechanical Engineering, National Institute of Technology Silchar, Silchar, Assam 788010, India.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17253

Reference23 articles.

1. Subgrade stabilization using rice husk ash-based geopolymer (GRHA) and cement kiln dust (CKD);Adeyanju E.;Case Stud. Constr. Mater.,2020

2. Performance evaluation of structural properties for soil stabilised using rice husk ash

3. Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime

4. Strength and mechanical behavior of soil–cement–lime–rice husk ash (soil–CLR) mixture

5. Soil Stabilization with Rice Husk Ash

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