A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Investigations into design of pressure tunnels in London Clay
Behavior of hydraulic pressure tunnel for supply from Queen Mary reservoir to new Ashford Common filtration works at Middlesex, England; tunnel is 90 ft deep, lined only with precast concrete 8-ft 4-in. I D, incapable of carrying hoop tension; purpose was to determine whether inner steel lining was necessary; mechanics of expanding and prestressing lining. (See also - discussion p 456-71)
Investigations into design of pressure tunnels in London Clay
Behavior of hydraulic pressure tunnel for supply from Queen Mary reservoir to new Ashford Common filtration works at Middlesex, England; tunnel is 90 ft deep, lined only with precast concrete 8-ft 4-in. I D, incapable of carrying hoop tension; purpose was to determine whether inner steel lining was necessary; mechanics of expanding and prestressing lining. (See also - discussion p 456-71)
Investigations into design of pressure tunnels in London Clay
Instn Civ Engrs -- Proc
Tattersall, F. (author) / Wakeling, T.R.M. (author) / Ward, W.H. (author)
1955
56 pages
2 Plates
Article (Journal)
English
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Pressure tunnels in London clay
| Engineering Index Backfile | 1955
Volume loss experienced on open-face London Clay tunnels
| British Library Online Contents | 2007
Volume loss experienced on open-face London Clay tunnels
| Online Contents | 2007
Estimating volume loss for open-face tunnels in London Clay
| British Library Online Contents | 2007
Estimating volume loss for open-face tunnels in London Clay
| Online Contents | 2007