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Notice of Retraction
Numerical Simulation for the Rock Slope Angle Design in Civil Engineering

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3 Author(s)
Jian-qin Fang ; Civil Eng. Dept., Tongji Univ., Shanghai, China ; Cai-kui Lin ; Hong-jun Yang

Notice of Retraction

After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE's Publication Principles.

We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

The presenting author of this paper has the option to appeal this decision by contacting

The slope cutting angle is an important design index, study on the cutting angle and slope stability, have great economic and social effect in the geotechnical engineering. Recently, the limit equilibrium method is mainly adopted to analyze the stability of rock slope, which is efficient in calculating the factor of safety of slope, but the stress-strain relationship of rock mass can not be described as well as the deformation and stress response of rock mass. Due to the rapid advances in computer technology and sustained development, the numerical method has been pushed to the forefront of geotechnical practice, which explores a new way for geotechnical designing, but it need more time in calculation the factor of safety of slope. So in order to combine both the advantages of the limit equilibrium method and numerical method, firstly, the factor of safety of slope with cutting angles are calculated by the limit equilibrium method, to obtain the optimum cutting angle; then, the numerical model is built according to the optimum cutting slope angle to study the stress and deformation of the slope rock mass, whose result can give some guidance for the real practice.

Published in:

Education Technology and Computer Science (ETCS), 2010 Second International Workshop on  (Volume:1 )

Date of Conference:

6-7 March 2010