Prestressed anchor cables are active reinforcement to improve slope stability. However, the anchoring is not a permanent guarantee of stability, and the slope retains a potential risk of instability. From the perspective of the internal force of anchor cables, a new early warning method for the safety of the slope is provided, and a slope analysis model is established. With the increase in the strength reduction factor, the internal force increment curves of anchor cables under different prestresses are obtained. The point corresponding to strength reduction factors λ1 and λ2 represents a warning point. Key conclusions are drawn as follows: (1) The internal force of an anchor cable can be used to judge the stability of the slope strengthene...
In the paper the numerical modelling of ensuring slope stability and their analysing with using of d...
In view of some problems in the application of prestressed anchoring technology in broken rock slope...
Ground anchor corrosion is a common problem for anchored slopes in Taiwan. It is partly due to the h...
How to determine reasonable position and length of anchor cable is a frequently encountered but not ...
Based on the upper bound theorem of limit analysis (UBLA) combined with the pseudostatic methods, th...
This paper takes the effect of supporting structure and anchor on the slope stability of the excavat...
Copyright © 2014 Zhong Li et al.This is an open access article distributed under the Creative Common...
Combining the conventional method of slices for slope stability analysis with the previously derived...
To study the stability characteristics of a rock slope with a weak interlayer, a test of the anchor ...
Due to the rich water in the weathered layer of the free section, the prestressed anchor cable of th...
The conventional methods of slices are commonly used for the analysis of slope stability. When ancho...
Available online 9 January 2021With ongoing increases in excavation depth, the large-scale toppling ...
This paper introduces a new technique using pre¬stressed flexible anchored systems to fight landslid...
The strength reduction method embedded in a distinct element code was used to analyse the stability ...
Persuade of the prospective development of slope stability analysis of retaining structure has been ...
In the paper the numerical modelling of ensuring slope stability and their analysing with using of d...
In view of some problems in the application of prestressed anchoring technology in broken rock slope...
Ground anchor corrosion is a common problem for anchored slopes in Taiwan. It is partly due to the h...
How to determine reasonable position and length of anchor cable is a frequently encountered but not ...
Based on the upper bound theorem of limit analysis (UBLA) combined with the pseudostatic methods, th...
This paper takes the effect of supporting structure and anchor on the slope stability of the excavat...
Copyright © 2014 Zhong Li et al.This is an open access article distributed under the Creative Common...
Combining the conventional method of slices for slope stability analysis with the previously derived...
To study the stability characteristics of a rock slope with a weak interlayer, a test of the anchor ...
Due to the rich water in the weathered layer of the free section, the prestressed anchor cable of th...
The conventional methods of slices are commonly used for the analysis of slope stability. When ancho...
Available online 9 January 2021With ongoing increases in excavation depth, the large-scale toppling ...
This paper introduces a new technique using pre¬stressed flexible anchored systems to fight landslid...
The strength reduction method embedded in a distinct element code was used to analyse the stability ...
Persuade of the prospective development of slope stability analysis of retaining structure has been ...
In the paper the numerical modelling of ensuring slope stability and their analysing with using of d...
In view of some problems in the application of prestressed anchoring technology in broken rock slope...
Ground anchor corrosion is a common problem for anchored slopes in Taiwan. It is partly due to the h...