Displacement analysis of surrounding rock deformation of Baochang tunnel in Yunnan
According to the problem of deformation of surrounding rock when the double-wall method is adopted in the tunnel, the five tunnel monitoring points are set in the tunnel vault, arch waist and arch foot to simulate the tunnel excavation process. The surrounding rock is deformed, and the excavation of...
Main Authors: | Zhang Lianghan, Li Xiaolong, Ma Xinyun, Guo Hongyan, Li Ke |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2019-01-01
|
Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/62/e3sconf_icbte2019_04018.pdf |
Similar Items
-
Parameter optimization of double side wall method for soft surrounding rock tunnel
by: Yang Zhihua, et al.
Published: (2019-01-01) -
Analysis of Mechanical Parameters and Creep Characteristics of Surrounding Rock in Fully Weathered Sandstone Tunnel
by: Hua Kaicheng, et al.
Published: (2019-01-01) -
Tunnel Surrounding Rock Displacement Prediction Using Support Vector Machine
by: Bao-Zhen Yao, et al.
Published: (2010-12-01) -
Deformation Analysis of the Rock Surrounding a Tunnel Excavated through a Gently Dipping Bed
by: Zhen Gao, et al.
Published: (2022-02-01) -
Study on large deformation characteristics and control technology of tunnel surrounding rock in debris flow accumulation area
by: Lin Mu-shui, et al.
Published: (2021-01-01)