Thermomechanical Behavior of Energy Piles with Different Roughness Values in Unsaturated Soil-Reference-Cited by-同舟云学术

Thermomechanical Behavior of Energy Piles with Different Roughness Values in Unsaturated Soil

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cui Sheqiang¹^ORCID,Zhou Chao²^ORCID,Shi Cao³,Lu Hu⁴

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Hong Kong. ORCID: .

2. Tsui Tack Kong Young Scholar in Civil Engineering and Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Hong Kong; Associate Professor, Shenzhen Research Institute, Hong Kong Polytechnic Univ., Shenzhen 518000, China (corresponding author). ORCID: .

3. Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

4. Associate Professor, Dept. of Construction Engineering, Shenzhen Polytechnic Univ., Shenzhen 518000, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11735

Reference73 articles.

1. Thermal expansion and pore pressure generation in oil sands

2. Thermo-mechanical behavior of energy piles in high plasticity clays

3. Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand

4. Thermo-mechanical behaviour of energy piles

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

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