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Construction, testing and strengthening of pressure tunnel for water-supply of Sydney, N.S.W
Tunnel heavily lined with concrete and steel, 8 ft 3 in. internal diam, 10 mi long; tunnel tested up to max head of 550 ft; rupturing of concrete lining after test; remedial measures; protection of steel tubing against corrosion; methods of placing tube and concrete lining; cost data. (Session, 27) (see also Engineering v 133 n 3448 Feb 12 1932 p 203)
Construction, testing and strengthening of pressure tunnel for water-supply of Sydney, N.S.W
Tunnel heavily lined with concrete and steel, 8 ft 3 in. internal diam, 10 mi long; tunnel tested up to max head of 550 ft; rupturing of concrete lining after test; remedial measures; protection of steel tubing against corrosion; methods of placing tube and concrete lining; cost data. (Session, 27) (see also Engineering v 133 n 3448 Feb 12 1932 p 203)
Construction, testing and strengthening of pressure tunnel for water-supply of Sydney, N.S.W
Instn Civ Engrs -- Min Proc
Haskins, G. (author)
1932
Supp Plate
Article (Journal)
English
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Construction, testing and strengthening of pressure tunnel for water-supply of Sydney, N.S.W
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