A discussion is presented on the effect of porosity change on the thermal expansion coefficient of porous materials. It is shown that both drained and undrained thermal expansion coefficients normally increase with porosity increase. Consequently the reduction of the thermal expansion coefficient wi
Effects of mineral admixtures on the thermal expansion properties of hardened cement paste
β Scribed by Zhong-he Shui; Rui Zhang; Wei Chen; Dong-xing Xuan
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 670 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0950-0618
No coin nor oath required. For personal study only.
β¦ Synopsis
Concrete is a heterogeneous composite material with multiple components that have different thermal expansion properties. Internal stresses are generated if the concrete is rapidly heated or cooled, causing cracking in the micro-or macro-scale. If the coefficient of thermal expansion (CTE) of hardened cement pastes (HCP) is adapted, the thermal stress caused by the mismatch of thermal expansion properties of the components can be mitigated. The effects of the commonly used mineral admixtures (fly ash, ground granulated blast furnace slag and silica fume) on the thermal expansion properties of HCP are investigated. The thermal dilation rates (TDR) of HCP in which Portland cement is partially replaced with mineral admixtures are tested with a dilatometer and the CTE are derived. Replacing Portland cement with mineral admixtures is found to lower the CTE of HCP, which is beneficial for mitigating the thermal mismatch between the HCP and the aggregates. The extent of this lowering effect increases with the increasing replacement proportions of mineral admixtures in the pastes. Through quantitative determination of the porosity and the amount of portlandite in the paste and microscopic observations, it is revealed that the effects of the mineral admixtures are mainly due to the change of the porosity and the amounts of hydration products in the pastes.
π SIMILAR VOLUMES
Miniature, saturated, hardened cement paste specimens were pretreated for 2 days at various temperatures in the range 20-92Β°C. Specimens were then loaded for 6 days and unloaded; immediate, creep and recovery strains were monitored, as were changes in the microstructure --polysilicate and nitrogen $
The new concrete often incorporates several organic and mineral admixtures which interact with the various constituents of the cements and cause some problems of hardness and workability. In the present study, limestone cement (C1) and pozzolanic cement (C2) were used to make cement paste with two t
## ABsmcT On 20 cement pastes made from cements of variable C3A and SO3 contents and cured at different curing conditions the effect of cement composition on the extent of expansion was studied. It appears that the extent of the generated expansion depends especially on the C3A and SO3 contents in