Experiment and Numerical Simulation on Grouting Reinforcement Parameters of Ultra-Shallow Buried Double-Arch Tunnel

Experiment and Numerical Simulation on Grouting Reinforcement Parameters of Ultra-Shallow Buried Double-Arch Tunnel

For an ultra-shallow buried double-arch tunnel with a large cross-section, the arching effect is difficult to form in surrounding rock, and grouting method is often adopted to reinforce the surrounding rock. Hence, examining the grouting reinforcement parameters is of great significance for potentia...

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Détails bibliographiques
Auteurs principaux: Jianxiu Wang, Ansheng Cao, Zhao Wu, Huanran Wang, Xiaotian Liu, Huboqiang Li, Yuanwei Sun
Format: article
Langue:EN
Publié: MDPI AG 2021
Sujets:
double-arch tunnel
grouting reinforcement
water cement ratio
reinforcement layer thickness
laboratory experiment
numerical simulation
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Accès en ligne:https://doaj.org/article/3f719b9f7d2e465a996ee99c235bfe73
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https://doaj.org/article/3f719b9f7d2e465a996ee99c235bfe73

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