Predicting the chloride penetration of fly ash concrete in seawater

Rabiah, 1990, Durability requirements for reinforced concrete construction in aggressive marine environments, Mar Struct, 3, 285, 10.1016/0951-8339(90)90013-H

Arora, 1997, Corrosion initiation time of steel reinforcement in a chloride environment-a one dimensional solution, Corrosion Sci, 39, 739, 10.1016/S0010-938X(96)00163-1

Jung, 2003, Predicting the remaining service life of land concrete by steel corrosion, Cement Concr Res, 33, 663, 10.1016/S0008-8846(02)01034-7

Thomas, 2004, Performance of pfa concrete in a marine environment-10-year results, Cement Concr Res, 26, 5, 10.1016/S0958-9465(02)00117-8

Mangat, 1999, Effect of initial curing on chloride diffusion in concrete repair materials, Cement Concr Res, 29, 1475, 10.1016/S0008-8846(99)00130-1

ASTM. Standard test method for acid-soluble chloride in mortar and concrete, C1152. In: Annual book of ASTM standards. vol. 04.01; 1997; p. 627–9.

Crank, 1975

Tanaka Y, Kawano H, Watanabe H, Nakajo T. Study on required cover depth of concrete highway bridges in coastal environment. Seventeenth U.S.–Japan bridge engineering workshop. Tsukuba; 2001; p. 1–16.

Diaz, 2006, Study of the chloride diffusion in mortar: a new method of determining diffusion coefficients based on impedance measurements, Cement Concr Comp, 28, 237, 10.1016/j.cemconcomp.2006.01.009

Castro, 2001, Interpretation of chloride profiles from concrete exposed to tropical marine environments, Cement Concr Res, 31, 529, 10.1016/S0008-8846(01)00453-7

McPolin, 2005, Obtaining progressive chloride profiles in cementitious materials, Constr Build Mater, 19, 666, 10.1016/j.conbuildmat.2005.02.015

Mohammed, 2003, Marine durability of 30-year old concrete made with different, J Adv Concr Technol, 01, 63, 10.3151/jact.1.63

Chindaprasirt, 2005, Effect of fly ash fineness on compressive strength and pore size of blended cement paste, Cement Concr Comp, 27, 425, 10.1016/j.cemconcomp.2004.07.003

Bai, 2003, Chloride ingress and strength loss in concrete with different PC-PFA-MK binder compositions exposed to synthetic seawater, Cement Concr Res, 33, 353, 10.1016/S0008-8846(02)00961-4

Sujjavanich, 2005, Chloride permeability and corrosion risk of high volume fly ash concrete with mid-range water reducer, ACI Mater J, 102, 177

Sengul, 2005, Mechanical properties and rapid chloride permeability of concrete with ground fly ash, ACI Mater J, 102, 414

Thomas, 1996, Chloride threshold in marine concrete, Cement Concr Res, 26, 513, 10.1016/0008-8846(96)00035-X

Chalee, 2007, Effect of W/C ratio on covering depth of fly ash concrete in marine environment, Constr Build Mater, 21, 965, 10.1016/j.conbuildmat.2006.03.002

Jaturapitakkul, 2004, Use of ground coarse fly ash as a replacement of condensed silica fume in producing high-strength concrete, Cement Concr Res, 34, 549, 10.1016/S0008-8846(03)00150-9

Kiattikomol, 2001, A study of ground coarse fly ashes with different finenesses from various sources as pozzolanic materials, Cement Concr Comp, 23, 335, 10.1016/S0958-9465(01)00016-6