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Deteriorating effect of seawater ou 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. Indexed in Engineering Index 1929, p. 487, from Advance Paper for mtg., Feb. 13-14, 1929. (See also - discussion p 757-762)
Deteriorating effect of seawater ou 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. Indexed in Engineering Index 1929, p. 487, from Advance Paper for mtg., Feb. 13-14, 1929. (See also - discussion p 757-762)
Concrete for resisting sea water
Am Concrete Inst -- Proc
Squire, H.E. (Autor:in)
1929
6 pages
Aufsatz (Zeitschrift)
Englisch
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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
|