PREDICTING CHLORIDE PROFILES IN CONCRETE

被引：30

作者：

BERKE, NS

HICKS, MC

机构：

[1] W. R. Grace & Co-Conn, Cambridge, MA

来源：

CORROSION | 1994年 / 50卷 / 03期

关键词：

BRIDGE DECKS; CALCIUM NITRITE; CHLORIDE; DIFFUSION; CONCRETE; INHIBITORS; LIFETIME PREDICTION; MARINE PILES; PARKING STRUCTURES; PROFILES; SILICA FUME; REINFORCING STEEL;

D O I：

10.5006/1.3293515

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Laboratory studies were undertaken to compare chloride (Cl-) profile data to predictions obtained using ASTM C 1202 of Cl- diffusion into concrete. The effective diffusion coefficients (D(eff)) derived can be used to determine long-term Cl- profiles of concrete structures. Equations relating D(eff) with resistivity and permeability of concrete were developed. One- and two-dimensional models were used to determine Cl- profiles of Cl- ions entering concrete in structures such as square piles and decks.

引用

页码：234 / 239

页数：6

共 24 条

[1]

[Anonymous], 1989, ACI318

[2]

Berke N. S., 1992, ASTM STP, V1137

[3]

BERKE NS, 1988, CONCRETE INT DESIGN, V10, P45

[4]

BERKE NS, 1988, 2ND P INT C PERF CON, V109, P1