Study on slope stability due to the influence of excavation of the high-speed rail tunnel
In this study, based on a high-speed railway tunnel project undercrossing slope, model tests and numerical simulation methods were carried out to study the interaction law of tunnel excavation and slope stability. Firstly, the numerical model of finite element analysis and the numerical model of exc...
Main Authors: | Qian Zhang, Jing Wang, Wenyu Wang, Songsong Bai, Peng Lin |
---|---|
Format: | Article |
Language: | English |
Published: |
Taylor & Francis Group
2019-01-01
|
Series: | Geomatics, Natural Hazards & Risk |
Subjects: | |
Online Access: | http://dx.doi.org/10.1080/19475705.2019.1568311 |
Similar Items
-
On the Slope Stability of the Submerged Trench of the Immersed Tunnel Subjected to Solitary Wave
by: Weiyun Chen, et al.
Published: (2021-05-01) -
Numerical Simulation of a Deep Excavation near a Shield Tunnel
by: Changhong Yan, et al.
Published: (2018-01-01) -
Installation Time of an Initial Support for Tunnel Excavation upon the Safety Factors of Surrounding Rock
by: Yan-Jun Zhang, et al.
Published: (2020-08-01) -
Attribute recognition model and its application of risk assessment for slope stability at tunnel portal
by: Qian Zhang, et al.
Published: (2017-06-01) -
Blasting excavation and stability control technology for ultra-high steep rock slope of hydropower engineering in China: a review
by: Ke Deng, et al.
Published: (2020-04-01)