Numerical Study of Chemo–Mechanical Coupling Behavior of Concrete

Subsurface mass concrete infrastructure—including immersed tunnels, dams, and nuclear waste containment systems—frequently faces calcium-leaching risks from prolonged groundwater exposure. An anisotropic stress-leaching damage model incorporating microcrack propagation is developed for underground c...

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Bibliographic Details
Main Authors: Feng Guo, Weijie He, Longlong Tu, Huiming Hou
Format: Article
Language:English
Published: MDPI AG 2025-08-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/15/2725
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