Prediction of Suitable Percentage of Waste Materials for Improving Geotechnical Properties of Black Cotton Soil Using AI Approaches-Reference-Cited by-同舟云学术

Prediction of Suitable Percentage of Waste Materials for Improving Geotechnical Properties of Black Cotton Soil Using AI Approaches

Published:2022-12-01 Issue: Volume: Page:43-57
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Khatti Jitendra^ORCID,Grover Kamaldeep Singh^ORCID

Publisher

Springer Nature Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-19-6513-5_4

Reference29 articles.

1. Arora KR (2004) Soil mechanics and foundation engineering, 6th edn. Standard Publisher Distributors, New Delhi, India

2. Ji-ru Z, Xing C (2002) Stabilization of expansive soil by lime and fly ash. J Wuhan Univ Technol 17(4):73–77

3. Edil TB, Acosta HA, Benson CH (2006) Stabilizing soft fine-grained soils with fly ash. J Mater Civ Eng 18(2):283–294

4. Hakari UD, Puranik SC (2012) Stabilization of black cotton soil using fly ash, Hubballi-Dharwad municipal corporation area, Karnataka, India. Global J Res Eng Civil Struct Eng 12(2)

5. Mehta A, Parate K, Ruprai BS (2013) Stabilization of black cotton soil by fly ash. International journal of application or innovation in engineering and management, special issue for national conference on recent advances in technology and management for integrated groth

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