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Experimental study on the shear characteristics of frozen soil-concrete interface under the constant normal stiffness
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  • Shibin Yuan,
  • Jiaming Cong,
  • Xuguang Fang,
  • Yue Wu,
  • Huaichen Yu
Shibin Yuan
State Grid Corporation of China
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Jiaming Cong
State Grid Corporation of China
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Xuguang Fang
State Grid Corporation of China

Corresponding Author:[email protected]

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Yue Wu
State Grid Corporation of China
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Huaichen Yu
State Grid Corporation of China
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Abstract

The interaction between the structure and soil is the key factor for infrastructure stabilization in permafrost engineering. In this study, the shear mechanical behavior of the interface between concrete and permafrost under different normal stiffness, temperature and water content is investigated by using the interface direct shear test under temperature-controlled conditions. The results show that with the increase of temperature and water content, the initial shear stiffness of the interface shear stress-shear displacement curve gradually increases, and the interface shear strength gradually increases. Different normal stiffnesses have a small effect on the morphology of the interfacial shear stress-shear displacement curve, but have a significant effect on the peak shear strength. The peak shear strength increases significantly with the increase of normal stiffness, and this trend is more obvious with the decrease of temperature. The corresponding interfacial cohesion and friction angle also increase with the increase of normal stiffness.
Submitted to Engineering Reports
08 May 2024Review(s) Completed, Editorial Evaluation Pending
19 May 2024Reviewer(s) Assigned
18 Jun 2024Editorial Decision: Revise Major
01 Jul 20241st Revision Received
06 Jul 2024Submission Checks Completed
06 Jul 2024Assigned to Editor
05 Aug 2024Reviewer(s) Assigned
06 Aug 2024Review(s) Completed, Editorial Evaluation Pending
06 Aug 2024Editorial Decision: Accept