Based on the formula for calculating the bonding shear stress of a RC beam strengthened by CFRP plate,the parameter analysis of the bonding shear stress with the concentrated forces is presented in this paper.

However,the problem is that the anchoring stress loss of the bar often can not be effectively controlled.

Sensitivity analysis of slope prestressed anchorage parameters based on Orthogonal experiment design;

In 《Design code for prestressed anchorage of hydraulic structure》(SL212-98),conditions for taking value of the stability safety factor against sliding of rock slope with prestressed anchorages are sweeping.

Based on the investigation and analysis on the engineering geological conditions,this paper puts forward the high slope consolidation measures such as pre stressed anchorage technology.