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A platform for research: civil engineering, architecture and urbanism
Estimating Pullout Loads for Hill-Embedded Rock Anchors
Based on classical mechanics, a mathematical model is formulated to predict the pullout load of an expanding steel anchor embedded in solid rock on the side of a hill. Thirteen anchor/rock system parameters are identified. Results are illustrated with a case study involving a rock anchor that failed while giving partial support to a line of utility poles subjected to high winds.
Estimating Pullout Loads for Hill-Embedded Rock Anchors
Based on classical mechanics, a mathematical model is formulated to predict the pullout load of an expanding steel anchor embedded in solid rock on the side of a hill. Thirteen anchor/rock system parameters are identified. Results are illustrated with a case study involving a rock anchor that failed while giving partial support to a line of utility poles subjected to high winds.
Estimating Pullout Loads for Hill-Embedded Rock Anchors
Wilson, James F. (author)
Practice Periodical on Structural Design and Construction ; 18 ; 268-271
2012-12-17
42013-01-01 pages
Article (Journal)
Electronic Resource
English
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