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- W1861028394 abstract "Interstate 26 will traverse through 13 miles of mountainous terrain with rock cuts exceeding 400 feet in depth. To design the safest and most economical slopes, North Carolina used an innovative probabilistic design procedure. This procedure evaluates the rock cuts for possible wedge failures. A wedge will be formed when two discontinuities strike obliquely across the slope and their line of intersection daylights into the slope face. If the alignment and weight of the sedge is sufficient to overcome the shear strength in the discontinuities, then the wedge will slide out of the rock cut. To investigate the stability of these wedges, a number of input parameters were developed. These parameters were then incorporated into a statistical mathematical model that was used to design the final rock slope angle. The following information discusses how these input parameters were obtained and what values were used for the probabilistic design." @default.
- W1861028394 created "2016-06-24" @default.
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- W1861028394 date "1997-01-01" @default.
- W1861028394 modified "2023-09-27" @default.
- W1861028394 title "PARAMETERS USED FOR SLOPE DESIGN OF I-26 IN NORTH CAROLINA" @default.
- W1861028394 hasPublicationYear "1997" @default.
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