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Design and reinforcing of pressure tunnels
Committee report at meeting of Canadian Electrical Assn; typical Canadian tunnels; practice and experience of British Columbia Electric Railway Co; Alouette, Ruskin and Bridge River tunnels; pressure tunnel of Masson development of Lievre River; failure of pressure tunnels; pressure tunnel for water supply of Sydney, N.S.W.; analysis of tunnel failures; mass of effective overburden; point at which to terminate steel pipe; basis of design for reinforcing; where to terminate reinforcing to and change of plain concrete lining; pressure groutings. (See also - n 30 July 27 1932 p 843-6, n 31 Aug 3 p 880-2 and n 32 Aug 10 p 901-4)
Design and reinforcing of pressure tunnels
Committee report at meeting of Canadian Electrical Assn; typical Canadian tunnels; practice and experience of British Columbia Electric Railway Co; Alouette, Ruskin and Bridge River tunnels; pressure tunnel of Masson development of Lievre River; failure of pressure tunnels; pressure tunnel for water supply of Sydney, N.S.W.; analysis of tunnel failures; mass of effective overburden; point at which to terminate steel pipe; basis of design for reinforcing; where to terminate reinforcing to and change of plain concrete lining; pressure groutings. (See also - n 30 July 27 1932 p 843-6, n 31 Aug 3 p 880-2 and n 32 Aug 10 p 901-4)
Design and reinforcing of pressure tunnels
Contract Rec
Contract Record ; 46
1932
3 pages
Article (Journal)
English
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