Drained Clay-Pipe Interface Resistance at Low Normal Stresses and Elevated Temperatures-Reference-Cited by-同舟云学术

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Drained Clay-Pipe Interface Resistance at Low Normal Stresses and Elevated Temperatures

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
language:
Short-container-title:

Author:

Basma M.¹²³⁴,Houhou R.¹²³⁴,Najjar S. S.¹²³⁴,Sadek S.¹²³⁴

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut, Lebanon.

2. Postdoctoral Researcher, Laboratory of Soil Mechanics, Swiss Federal Institute of Technology in Lausanne, Lausanne, Switzerland.

3. Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut, Lebanon.

4. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut, Lebanon.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484678.032

Reference12 articles.

1. Bai Y. Niedzwecki J. M. and Sanchez M. (2014). Numerical investigation of thermal fields around subsea buried pipelines. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE 6B(July 2015). https://doi.org/10.1115/OMAE2014-24678.

2. Influence of temperature variations on soil behavior;Campanella R. G.;Journal of the Soil Mechanics and Foundation Division,1968

3. Experimental study of thermal effects on the mechanical behaviour of a clay

4. Experimental investigations of the soil–concrete interface: physical mechanisms, cyclic mobilization, and behaviour at different temperatures

5. Houhou R. Mjahed R. B. Sadek S. and Najjar S. (2022). Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002903.

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