Investigation into the Early Cracking Behavior of High-Geothermal Tunnel Lining Concrete Based on Thermal–Mechanical Coupling Model

Investigation into the Early Cracking Behavior of High-Geothermal Tunnel Lining Concrete Based on Thermal–Mechanical Coupling Model

As a typical extreme environment, a high-geothermal environment poses severe challenges to tunnel construction in western China. In this paper, a thermal–mechanical coupling model was formulated to evaluate the cracking behavior of lining under high-geothermal conditions, considering the early prope...

Full description

Saved in:
Bibliographic Details
Main Authors: Si Xie, Dan Zhao, Peng Yi, Qian Chen, Wei Liu
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Buildings
Subjects:
high-geothermal
lining concrete
thermal–mechanical coupling model
surrounding rock temperature
thermal insulation layer
curing condition
Online Access:https://www.mdpi.com/2075-5309/15/2/301
Tags: Add Tag
No Tags, Be the first to tag this record!

Internet

https://www.mdpi.com/2075-5309/15/2/301

Similar Items