Effect of temperature and salt concentration of pore fluid on the behaviour of an expansive soil during drying and wetting cycles-Reference-Cited by-同舟云学术

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Effect of temperature and salt concentration of pore fluid on the behaviour of an expansive soil during drying and wetting cycles

Published:2024-04-19 Issue: Volume: Page:1-17
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Estabragh A. R.¹^ORCID,Amini M.¹^ORCID,Javadi A. A.²^ORCID,Salehzadeh H.³^ORCID

Affiliation:

1. Faculty of Soil and Water Engineering, University of Tehran, Karaj, Iran

2. Computational Geomechanics Group, School of Engineering, Computer Science and Mathematics, University of Exeter, Devon, UK

3. Geotechnical and Geoenvironmental Engineering Group. School of Civil Engineering, University of Science and Technology, Tehran, Iran

Funder

no funding associated

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2024.2342245

Reference60 articles.

1. On the physicochemical aspects of compacted clay compressibility

2. Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime

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

4. Mechanisms of osmotic flow and volume change in clay soils

5. Effects of Temperature and Thermal Cycles on the Elastic Shear Modulus of Saturated Clay

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