A platform for research: civil engineering, architecture and urbanism
The principal objective of this research project was development of computer programs for the stability analysis of rock slopes adjacent to Tennessee State routes and highways. Three computer programs; PlaneSlip, WedgeSlip and RockSlip, collectively referred to as the ROCKSLIP PACKAGE, were developed. For specific application to slopes in folded rocks, a new analysis procedure based on potential energy was developed.
The principal objective of this research project was development of computer programs for the stability analysis of rock slopes adjacent to Tennessee State routes and highways. Three computer programs; PlaneSlip, WedgeSlip and RockSlip, collectively referred to as the ROCKSLIP PACKAGE, were developed. For specific application to slopes in folded rocks, a new analysis procedure based on potential energy was developed.
Slope Stability in Folded Rocks
M. Mauldon (author)
2000
176 pages
Report
No indication
English
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|Shear strength parameters and slope stability in argillaceous rocks
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|Deformation facies of bedding failure in folded rocks
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|Zones and planes of weakness in rocks and slope stability
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