Volume Deformation and Hydraulic Conductivity Behavior of Sand-Bentonite Mixtures with Fiberglass Additives under High Temperatures-Reference-Cited by-同舟云学术

Volume Deformation and Hydraulic Conductivity Behavior of Sand-Bentonite Mixtures with Fiberglass Additives under High Temperatures

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:

Güneri Esra¹^ORCID,Yukselen-Aksoy Yeliz²^ORCID

Affiliation:

1. Dept. of Civil Engineering, İzmir Demokrasi Univ., Karabaglar/İzmir 35140, Turkey (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Dokuz Eylul Univ., Buca/İzmir 35390, Turkey. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-16781

Reference35 articles.

1. Thermal consolidation of soft Bangkok clay;Abuel-Naga H.;Lowland Technol. Int. J.,2005

2. Bag R. and K. Jadda. 2018. “Effect of sand ratio on swelling pressure and hydraulic conductivity of an Indian bentonite-sand mixture.” In Proc. 7th Int. Conf. on Unsaturated Soils. Hong Kong: Hong Kong Univ. of Science and Technology.

3. Effect of temperature on swelling pressure and compressibility characteristics of soil

4. Bouazza A. H. M. Abuel-Naga W. P. Gates and L. Laloui. 2008. “Temperature effects on volume change and hydraulic properties of geosynthetic clay liners.” In Proc. First Pan American Geosynthetics Conf. and Exhibition. Cancun Mexico: Industrial Fabrics Association International.

5. Castaing P. 1992. “Vieillissement des matériaux composites verre-polyester en milieu marin: Délaminage d’origine osmotique.” Ph.D. thesis Ingénieur E.N.S.C.T. Institut National Polytechnique de Toulouse.