Slope engineering geology characteristics and stability evaluation of a grand bridge to Chengdu bank on the Sichuan-Tibet Railway
The planned grand bridge is an important control bridge along the Sichuan-Tibet Railway. A large- scale bedding rock collapse occurred on the slope of the Baqu river side of Chengdu bank, with the protruding ridge, high elevation difference, complex and changeable lithology, poor rock mass structure...
Main Authors: | Hongfu ZHOU, Zhiguo FENG, Shengwei SHI, Baodi WANG, Ruge XU, tao RAN |
---|---|
Format: | Article |
Language: | zho |
Published: |
Editorial Office of Hydrogeology & Engineering Geology
2021-09-01
|
Series: | Shuiwen dizhi gongcheng dizhi |
Subjects: | |
Online Access: | https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202103076 |
Similar Items
-
The Influence of Sichuan–Tibet Railway on the Accessibility and Economic Development of City Propers along the Line: Taking Chengdu and Ya’an as Examples
by: Yang Yu, Wang Wei, and Wang Jue
Published: (2021-11-01) -
Key problems on hydro-engineering-environmental geology along the Sichuan-Tibet Railway corridor: Current status and development direction
by: Yongshuang ZHANG, et al.
Published: (2021-09-01) -
Identification and Analysis of Unstable Slope and Seasonal Frozen Soil Area along the Litang Section of the Sichuan–Tibet Railway, China
by: Yuanjian Wang, et al.
Published: (2023-02-01) -
Characteristics of Kazila mountain landslide and its mitigation measures on the Sichuan-Tibet Railway
by: Yongbo TIE, et al.
Published: (2021-09-01) -
Editorial: Large landslides in the Sichuan–Tibet railway: Recognition, mechanism, and mitigation
by: Zhuo Chen, et al.
Published: (2023-03-01)