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The cavern width has the highest sensitivity among the influence factors for the length of anchor cable.
However, due to the complexity of the structural system, the coupling relationship between soil, pile, and anchor cable is not well understood at present.
In this paper, the corrosion progress of the interior bond section of anchor cable under chloride attack is studied through long-term systematic experiments and theoretical analysis.
This paper developed an analytical model in modeling the dynamic responses of the pile, anchor cable and soil slope system based on Winkler elastic foundation beam theory.
A corrosive medium (particularly a chloride medium) with water is typically found in the working environment of a prestressed anchor cable.
How to determine reasonable position and length of anchor cable is a frequently encountered but not well addressed problem in slope reinforcement projects.
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This method can well optimize the arrangement of anchor cables.
Optimal reinforcement scheme of anchor cables can be determined based on slope stress and displacement fields.
The designed anchor cables are used to effectively control the deformation of the surrounding rock.
Thus, corrosion is the key problem related to the use of anchor cables.
The new "highly resistant, yielding" support system has a core of high strength, yielding bolts and anchor cables.
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