A platform for research: civil engineering, architecture and urbanism
Pore Size Distribution in Cement Pastes in Relation to Freeze-Thaw Distress
AbstractThe pore size distributions of hardened cement pastes were studied in the research reported in this paper in order to investigate whether there was a relationship with the risk of freeze thaw related distress. Mercury intrusion porosimetry (MIP) and cyclic freezing and thawing tests were used to assess cement pastes with different water-to-cement (w/c) ratios and supplementary cementitious materials. Typical pavement mixtures contain a range of pore sizes similar to those in aggregate prone to D-cracking. Such pore sizes are reported to resist drying, thus they may increase saturation and so the risk of damage under freezing and thawing.
Pore Size Distribution in Cement Pastes in Relation to Freeze-Thaw Distress
AbstractThe pore size distributions of hardened cement pastes were studied in the research reported in this paper in order to investigate whether there was a relationship with the risk of freeze thaw related distress. Mercury intrusion porosimetry (MIP) and cyclic freezing and thawing tests were used to assess cement pastes with different water-to-cement (w/c) ratios and supplementary cementitious materials. Typical pavement mixtures contain a range of pore sizes similar to those in aggregate prone to D-cracking. Such pore sizes are reported to resist drying, thus they may increase saturation and so the risk of damage under freezing and thawing.
Pore Size Distribution in Cement Pastes in Relation to Freeze-Thaw Distress
Zhang, Jiake (author) / Taylor, Peter C
2015
Article (Journal)
English
BKL:
56.45
Baustoffkunde
Local classification TIB:
535/6520/6525/xxxx
Pore Size Distribution in Cement Pastes in Relation to Freeze-Thaw Distress
British Library Online Contents | 2015
|Electrical Resistivity of Cement Pastes Undergoing Cyclic Freeze-Thaw Action
Online Contents | 2015
|Electrical Resistivity of Cement Pastes Undergoing Cyclic Freeze-Thaw Action
British Library Online Contents | 2015
|