PDF(2344 KB)
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)
Slope Stability Influence Factors Analysis of Slope-side Foundations of Transmission Tower by Strength Reduction Method
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.
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