Slope Stability Influence Factors Analysis of Slope-side Foundations of Transmission Tower by Strength Reduction Method

Electric Power Construction ›› 2012, Vol. 33 ›› Issue (7) : 30-33.

PDF(2344 KB)
PDF(2344 KB)
Electric Power Construction ›› 2012, Vol. 33 ›› Issue (7) : 30-33.

Slope Stability Influence Factors Analysis of Slope-side Foundations of Transmission Tower by Strength Reduction Method

Author information +
History +

Abstract

Based on an actual slope engineering for slope-side foundations of transmission tower, this paper calculated the safety factor of slope by strength reduction method, studied the impact of slope angle, buried depth and top distance on the slope stability, as well as the slope stability’s sensitivity to these influence parameters by the grey relation analysis. The result shows that the size order of influence on slope’s safety factor is top distance >slope angle>buried depth.

Cite this article

Download Citations
Slope Stability Influence Factors Analysis of Slope-side Foundations of Transmission Tower by Strength Reduction Method[J]. Electric Power Construction. 2012, 33(7): 30-33
PDF(2344 KB)

Accesses

Citation

Detail

Sections
Recommended

/