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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 Am. Concrete Inst. -- Advance paper, for mtg Feb. 13-14, 1929 pp. 1-6; Eng. and Contracting, vol. 68, no. 4, Apr. 1929, pp. 173-175; Can. Engr., vol. 56, no. 23, June 4, 1929, pp. 576-578)
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 Am. Concrete Inst. -- Advance paper, for mtg Feb. 13-14, 1929 pp. 1-6; Eng. and Contracting, vol. 68, no. 4, Apr. 1929, pp. 173-175; Can. Engr., vol. 56, no. 23, June 4, 1929, pp. 576-578)
Concrete for resisting sea water
Instn. Mun. County Engrs. -- Jl.
Squire, H.E. (author)
1929
Article (Journal)
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