This paper considers the ammonium sulfate attack of hi,gh-strength concrete
(grade 100). An accelerated attack consisting in wetting-drying cycles was
adopted throughout this study. Compressive strength, mass loss, and length
variations were measured before and after sulfate attack. The microstructu
re was investigated by scanning electron microscopy (SEM). No swelling was
observed after six cycles of degradation and the chemical attack was limite
d to a superficial zone of 5 nim thick. (C) 2001 Elsevier Science Ltd. All
rights reserved.