Stability Calculation Method of Slope Reinforced by Prestressed Anchor in Process of Excavation
This paper takes the effect of supporting structure and anchor on the slope stability of the excavation process into consideration; the stability calculation model is presented for the slope reinforced by prestressed anchor and grillage beam, and the dynamic search model of the critical slip surface...
Saved in:
Main Authors: | Zhong Li, Jia Wei, Jun Yang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2014-01-01
|
Series: | The Scientific World Journal |
Online Access: | http://dx.doi.org/10.1155/2014/194793 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles
by: Zuo-ju Wu, et al.
Published: (2021-01-01) -
Research on Prediction Model of Prestress Loss of Anchor Cable in Soil-Rock Dual-Structure Slope
by: Xuhe Gao, et al.
Published: (2021-01-01) -
Study on the stability of excavation process of permafrost subgrade slope in Alpine region
by: Zhilong Zhang, et al.
Published: (2025-02-01) -
Study on Seismic Coefficient Calculation Method of Slope Seismic Stability Analysis
by: Pai Lifang, et al.
Published: (2021-01-01) -
Slope Stability Using Self-Drilling Anchor Rods
by: Bulko Roman, et al.
Published: (2024-12-01)