TY - JOUR
T1 - A microbalance study of the effects of hydraulicity and sand grain size on carbonation of lime and cement
AU - El-Turki, A
AU - Carter, M A
AU - Wilson, M A
AU - Ball, Richard J
AU - Allen, G C
PY - 2009
Y1 - 2009
N2 - A microbalance technique for the real-time measurement of carbonation in cement and lime pastes and mortars is described. Experimental results showing carbonation rates in a range of these materials are presented. The results confirm that the progression of carbonation is proportional to t1/2. Systematic differences in carbonation rate with hydraulicity are shown for a range of lime pastes of the same mix proportion. For lime mortars, the carbonation rate is shown to decrease as the sand particle size is increased for mixes of a given volume fraction sand content. Scanning electron microscopy shows the typical crystal morphologies produced on carbonation. It is shown that the microbalance provides a highly sensitive technique for the investigation of carbonation in cementitious materials.
AB - A microbalance technique for the real-time measurement of carbonation in cement and lime pastes and mortars is described. Experimental results showing carbonation rates in a range of these materials are presented. The results confirm that the progression of carbonation is proportional to t1/2. Systematic differences in carbonation rate with hydraulicity are shown for a range of lime pastes of the same mix proportion. For lime mortars, the carbonation rate is shown to decrease as the sand particle size is increased for mixes of a given volume fraction sand content. Scanning electron microscopy shows the typical crystal morphologies produced on carbonation. It is shown that the microbalance provides a highly sensitive technique for the investigation of carbonation in cementitious materials.
UR - http://www.scopus.com/inward/record.url?scp=57749168635&partnerID=8YFLogxK
UR - http://dx.doi.org/10.1016/j.conbuildmat.2008.07.006
U2 - 10.1016/j.conbuildmat.2008.07.006
DO - 10.1016/j.conbuildmat.2008.07.006
M3 - Article
VL - 23
SP - 1423
EP - 1428
JO - Construction and Building Materials
JF - Construction and Building Materials
IS - 3
ER -