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A platform for research: civil engineering, architecture and urbanism
Elastic Stresses in the Rock Surrounding Pressure Tunnels
This paper is a theoretical study of the stresses occurring in the rock surrounding pressure tunnel s, the purpose of which is to assist in developing pressure-tunnel design, with particular reference to that part of high-pressure power conduits and penstock tunnels in which the rock cover alone is insufficient to withstand safely the internal pressure. A method is outlined for making calculations to determine whether strength must be provided in the tunnel lining, and, if so, how much.
Elastic Stresses in the Rock Surrounding Pressure Tunnels
This paper is a theoretical study of the stresses occurring in the rock surrounding pressure tunnel s, the purpose of which is to assist in developing pressure-tunnel design, with particular reference to that part of high-pressure power conduits and penstock tunnels in which the rock cover alone is insufficient to withstand safely the internal pressure. A method is outlined for making calculations to determine whether strength must be provided in the tunnel lining, and, if so, how much.
Elastic Stresses in the Rock Surrounding Pressure Tunnels
Dunn, Charles P. (author)
Transactions of the American Society of Civil Engineers ; LXXXVI ; 1384-1393
2021-01-01
101923-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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