Abstract
Microcracks were induced in cementitious systems by freeze-thaw action and by alkali–silica reaction. These mechanisms often co-exist with
delayed ettringite formation in concretes. Mortars and concretes were subjected to a heat treatment cycle consisting of a pre-set period of 4 h at
23 °C followed by accelerated curing at 95 °C. To isolate the mechanical effects of induced microcracking, heat-cured specimens were subjected
to varied prescribed damage induced by freeze-thaw or alkali–silica reaction prior to the onset of delayed ettringite formation. It was found that
inducement of pre-formed microcracks led to an earlier onset of expansion due to delayed ettringite formation. Initially, microcracks enhanced
ultimate expansion until a certain relatively high extent of microcracking was reached. Thereafter, ultimate expansion decreased with any further
increase in microcracking. This report gives support to the paste expansion theory.