Failure Analysis of a Highway Cut Slope with Anti-Slide Piles
Landslides induced by engineering construction are very common in reality; it is necessary to clarify the causes of landslide failure to avoid similar accidents. A landslide induced by highway construction is taken as a case. Field observations, data collection, and analyses were used to investigate...
Saved in:
Main Authors: | Hongjie Chen, Guangcheng Zhang, Zheng Chang, Lian Wen, Wentao Gao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2021/6622214 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Failure Mechanism of Anti-Inclined Karst Slope Induced by Underground Multiseam Mining
by: Nanyun Wang, et al.
Published: (2022-01-01) -
Surficial Failure of Expansive Soil Cutting Slope and Its Flexible Support Treatment Technology
by: Jie Xiao, et al.
Published: (2018-01-01) -
Computation Method for the Settlement of a Vertically Loaded Pile in Sloping Ground
by: Chong Jiang, et al.
Published: (2020-01-01) -
Synergism Analysis of Bedding Slope with Piles and Anchor Cable Support under Sine Wave Vehicle Load
by: Li Dan-Feng, et al.
Published: (2016-01-01) -
Numerical Analysis Study on the Influence of Shield Cutting Pile on the Settlement of Pile–Soil Composite Foundation
by: Ming-ming Cao, et al.
Published: (2024-01-01)