Static Characteristics and Unloading Effect of Deep Overburden Soil Ladder Arch Tunnel

Static Characteristics and Unloading Effect of Deep Overburden Soil Ladder Arch Tunnel

Objective This study analyzes the static characteristics of trapezoidal arch openings and the unloading effect in deep overburden conditions to investigate the influence of the trapezoidal arch structure-fill interaction on surrounding soil pressure and unloading mechanisms. Additionally, it aims to...

Full description

Saved in:
Bibliographic Details
Main Authors: Li MA, Yunhua LU, Qicai WANG, Xiaobo MA, Sheng LI, Kexun ZHANG
Format: Article
Language:English
Published: Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2024-07-01
Series:工程科学与技术
Subjects:
Deep overburden soil
ladder arch open-cut tunnel
Static characteristics
Unloading effect
Online Access:http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202301041
Tags: Add Tag
No Tags, Be the first to tag this record!

Similar Items

Similar Items