Temperature effect on the axial behaviour of a pipeline buried in soft clay-Reference-Cited by-同舟云学术

Temperature effect on the axial behaviour of a pipeline buried in soft clay

Published:2022-09-05 Issue: Volume: Page:1-15
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wang Kuan-jun¹²^ORCID,Wang Li-zhong²³,Hong Yi²³,Shan Zhi-gang¹,Liu Hao-chen²,Shen Kan-min¹²^ORCID

Affiliation:

1. Zhejiang Engineering Research Center of Marine Geotechnical Investigation Technology and Equipment, POWERCHINA Huadong Engineering Corporation Limited, Hangzhou, Zhejiang, China

2. Hainan Institute, Zhejiang University, Sanya, Hainan, China

3. Center for Balance Architecture, Zhejiang University, Hangzhou, Zhejiang, China

Funder

National Natural Science Foundation of China

Zhejiang Provincial Natural Science Foundation

Science and Technology project of POWERCHINA Huadong Engineering Corporation

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2109535

Reference53 articles.

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

2. Effect of Temperature on Shear Strength and Yielding Behavior of Soft Bangkok Clay

3. Akhtar, S. 2018. Numerical Analysis of Pipeline Uplift Resistance in a Frozen Clay Soil Subjected to Temperature Changes. Doctoral diss. Concordia University, Montréal, Québec, Canada.

4. Axial force–displacement behaviour of a buried pipeline in saturated and unsaturated sand

5. Application of the ZIGZAG Concept to a Heated Pipeline in the Soft Soil of the Guanabara Bay

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