Thermal Creep and Stress Relaxation of London Clay-Reference-Cited by-同舟云学术

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Thermal Creep and Stress Relaxation of London Clay

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Sheridan Bradley¹^ORCID,Bagheri Meghdad²^ORCID,Rezania Mohammad³^ORCID

Affiliation:

1. Warwick Institute for the Science of Cities, Univ. of Warwick, Coventry CV4 7AL, UK. ORCID: .

2. School of Energy, Construction, and Environment, Coventry Univ., Coventry CV1 5FB, UK; formerly, Dept. of Engineering and Construction, School of Architecture, Computing and Engineering, Univ. of East London, University Way, London E16 2RD, UK (corresponding author). ORCID: .

3. School of Engineering, Univ. of Warwick, Coventry CV4 7AL, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9074

Reference27 articles.

1. Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling

2. ASTM. 2006. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading. ASTM-D4186. West Conshohoken, PA: ASTM.

3. A CRS oedometer cell for unsaturated and non-isothermal tests;Bagheri M.;Geotech. Test. J.,2019

4. Geological and geotechnical characteristics of London clay from the Isle of Sheppey;Bagheri M.;Geotech. Geol. Eng.,2021

5. Rate Dependency and Stress Relaxation of Unsaturated Clays

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