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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. (See also Instn Civ Engrs -- Min Proc paper n 4833 session 1931-32 27 pt 1 supp plate)
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. (See also Instn Civ Engrs -- Min Proc paper n 4833 session 1931-32 27 pt 1 supp plate)
Construction, testing and strengthening of pressure tunnel for water-supply of Sydney, N.S.W
Engineering
Haskins, G. (author)
Engineering ; 133
1932
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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