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ASTM Selected Technical Papers
Marine Corrosion in Tropical Environments
By
SW Dean
SW Dean
1
Air Products and Chemicals, Inc.
?
Allentown, PA Symposium co-chair and co-editor
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GH-D Delgadillo
GH-D Delgadillo
2
Universidad del Mayab
?
Merida, Mexico Symposium co-chair and co-editor
Search for other works by this author on:
JB Bushman
JB Bushman
3
Bushman & Associates
?
Medina, OH Symposium co-chair and co-editor
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ISBN-10:
0-8031-2873-8
ISBN:
978-0-8031-2873-6
No. of Pages:
320
Publisher:
ASTM International
Publication date:
2000

Previous research [1] showed high chloride concentrations (2% / cement) on the outside surface of reinforced concrete structures in the mist zone of marine environments. However, the chloride penetration reaches low depths for the concrete class used. Observed data have raised suspicions as to the effect of moisture content on the diffusion of chlorides. A test method was developed to assess the changes in the chloride diffusion coefficient with changes in moisture content in cement paste. It was concluded that the saturation degree (SD) (percentage of moisture content in the cement paste in relation to maximum water absorption of the cement paste) has a large influence in the chloride diffusion properties of the hardened cement paste, and this factor must be taken into consideration when predicting the service life of a reinforced concrete structure.

1.
Guimarães
,
A. T. C.
, “
Desempenho do concreto em ambiente marítimo na região do extremo sul do Brasil
,” Dissertação (mestrado),
Fundação Universidade do Rio Grande
, Rio Grande,
1997
.
2.
Helene
,
P. R. L.
, “
Contribuição à normalização: A resistência sob carga mantida e a idade de estimativa da resistência característica; Durabilidade e vida util das estruturas de concreto armado
,” Monografias,
Universidade de São Paulo
,
São Paulo
1994
.
3.
Prudêncio
,
L. R.
, Jr.
, “
Durabilidade de concreto frente ao ataque de cloretos e suifatos
,”
Qualidade e Durabilidade das Estruturas de Concreto, Seminário
NORIE-UFRGS,
Universidade Federal do Rio Grande do Sul
,
Porto Aiegre
,
1993
, pp. 1–12.
4.
Page
,
C. L.
,
Short
,
N. R.
, and
El Tarras
,
A.
, “
Diffusion of chloride ions in hardened cement pastes
,”
Cement and Concrete Research
 0008-8846, Vol.
11
,
1981
, pp.395–406.
5.
Andrade
,
M.C.
, “
Calculation of chloride diffusion coefficients in concrete from ionic migration measurements
,”
Cement and Concrete Research
 0008-8846, Vol.
23
,
1993
, pp.724–742.
6.
Gjørv
,
O. E.
,
Tan
,
K.
, and
Zhang
,
M
, “
Diffusivity of chlorides from seawater into high-strength lightweight concrete
,”
ACI Materials Journal
 0889-325X, Vol.
91
,
1994
, pp 447–452.
7.
Mehta
,
P. K.
,
Schiessl
,
P.
, and
Raupach
,
M.
, “
Performance and Durability of Concrete Systems
,”
International Congress on the Chemistry of Cement
,
9
,
New Delhi
,
1992
.
8.
Mehta
,
P. K.
, and
Manmohan
,
D.
, “
Pore size distribuition and permeability of hardened cement paste
,”
7th International Congress on the Chemistry of Cement
,
Paris
,
1980
, Vol.
III
, pp. VII-1 – VII-5.
9.
Quénard
,
D.
, and
Sallée
,
H.
, “
Le transfert isotherme de la vapeur d'eua condensable dans les matériaux microporeux du bâtiment
,” Cahiers du CSTB, Livraison 323, Cahier 2525,
1991
.
10.
Quénard
,
D.
, and
Sallée
,
H.
, “
Water vapour adsorption and transfer in cement-base materials: a network simulation
,”
Materials and Structures
, Vol.
25
,
1992
, pp. 515–522.
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