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Geotechnical Behavior of an Expansive Soil Improved with Waste Tyre Crumb Rubber Determined by Laboratory Tests Cover

Geotechnical Behavior of an Expansive Soil Improved with Waste Tyre Crumb Rubber Determined by Laboratory Tests

Bulletin of the Polytechnic Institute of Iași. Construction. Architecture Section
Volume 68 (2022): Issue 2 (June 2022)
By: Ștefan-Dan Sofron,  Mircea Aniculăesi and  Florin Bejan  
Open Access
|Feb 2025

Authors

Ștefan-Dan Sofron

stefan-dan.sofron@student.tuiasi.ro

“Gheorghe Asachi” Technical University of Iasi-Romania, Faculty of Civil Engineering and Building Services, Iasi, Romania

Mircea Aniculăesi

“Gheorghe Asachi” Technical University of Iasi-Romania, Faculty of Civil Engineering and Building Services, Iasi, Romania

Florin Bejan

“Gheorghe Asachi” Technical University of Iasi-Romania, Faculty of Civil Engineering and Building Services, Iasi, Romania
DOI: https://doi.org/10.2478/bipca-2022-0016 | Journal eISSN: 2068-4762 | Journal ISSN: 1224-3884
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Language: English
Page range: 79 - 88
Submitted on: Apr 13, 2022
Accepted on: May 5, 2022
Published on: Feb 19, 2025
Published by: Gheorghe Asachi Technical University of Iasi
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Expansive soil,
waste tyre crumbs,
Bahlui Clay,
sustainable solution
Related subjects:
Architecture and design,
Architecture,
Architects, buildings,
Construction,
Engineering,
Civil engineering,
Soil engineering,
Materials

© 2025 Ștefan-Dan Sofron, Mircea Aniculăesi, Florin Bejan, published by Gheorghe Asachi Technical University of Iasi
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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