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Deteriorating effect of seawater on concrete structures manifests itself in two general ways; in retrogression and breaking down of concrete itself as manifested by softening, cracking and progressive peeling of surfaces and in cracking and spalling of concrete resulting from corrosion and expansion of imbedded steel reinforcement; methods of prolonging life of marine concrete. Part of symposium on Standards of Performance of Concrete for Various Uses. (see also Eng. and Contracting, vol. 68, no. 4, Apr. 1929, pp. 173-175; Can. Engr., vol. 56, no. 23, June 4, 1929, pp. 576-578; excerpts in Instn. of Mun. and County Engrs. -- Jl., vol. 61, no. 5, Sept. 3, 1929, p. XVI, and Can. Egr., vol. 57, no. 19, Nov. 5, 1929, pp. 697-699)
Deteriorating effect of seawater on concrete structures manifests itself in two general ways; in retrogression and breaking down of concrete itself as manifested by softening, cracking and progressive peeling of surfaces and in cracking and spalling of concrete resulting from corrosion and expansion of imbedded steel reinforcement; methods of prolonging life of marine concrete. Part of symposium on Standards of Performance of Concrete for Various Uses. (see also Eng. and Contracting, vol. 68, no. 4, Apr. 1929, pp. 173-175; Can. Engr., vol. 56, no. 23, June 4, 1929, pp. 576-578; excerpts in Instn. of Mun. and County Engrs. -- Jl., vol. 61, no. 5, Sept. 3, 1929, p. XVI, and Can. Egr., vol. 57, no. 19, Nov. 5, 1929, pp. 697-699)
Concrete for resisting sea water
Am. Concrete Inst. -- Advance Paper
Squire, H.E. (author)
American Concrete Institute -- Meeting ; 1929
1929
6 pages
Conference paper
English
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Concrete for resisting sea water
Engineering Index Backfile | 1929
|Concrete for resisting sea water
Engineering Index Backfile | 1929
|Concrete for resisting sea water
Engineering Index Backfile | 1929
|Concrete for resisting sea water
Engineering Index Backfile | 1929
|Concrete for resisting sea water
Engineering Index Backfile | 1929
|