Two industrial ASTM Portland cements were carefully tested for heat of hydration (HOH) continuously up to 7 days at 23º C using isothermal conduction calorimetry in accordance to ASTM C1702. Internal and external mixing procedures were implemented. The results for HOH measurements at 7 days using isothermal calorimetry were compared to those obtained through heat of solution method (ASTM C186). The results indicate that for a given Portland cement, the shape of the HOH curve can be predicted with sufficient accuracy by measuring the heat of hydration to an age corresponding to an approximately ten times the age at maximum heat flow or main hydration peak. The heat of hydration at ages up to 7 days can be predicted by fitting an analytical f...
The paper presents the results of predictive modelling of the curing mechanism of the type CEM I 42....
W pracy przedstawiono wyniki badań ciepła hydratacji cementu w kalorymetrze izotermicznym. Wyniki ba...
Temperature rise due to heat of hydration in concrete depends on many factors such as geometry of t...
Two industrial ASTM Portland cements were carefully tested for heat of hydration (HOH) continuously ...
The results of a round robin test on isothermal (heat conduction) calorimetry are presented. A total...
The purpose of this study was to investigate for how long the thermal power of hydration can be meas...
When water is added to portland cement, heat is liberated, the rate and amount being a function of t...
The study presents results of calorimetric tests of three different cements. Two Ordinary Portland c...
The heat of hydration evolution of three cement pastes and one cement paste with superplasticizer ha...
This study investigated whether isothermal calorimetry measurements on cement paste are sufficiently...
The heat of hydration evolution of three cement pastes having varying water to cement ratio and one ...
One of the most critical properties of cementitious materials is the initial (IST) and final (FST) s...
Apparent activation energy (E) is generally used to consider the effect of temperature on the kineti...
The advisability of controlling the temperature rise and fall in concrete at early age is well recog...
Since the heat of hydration of cement is highly temperature dependent, variation of thermal properti...
The paper presents the results of predictive modelling of the curing mechanism of the type CEM I 42....
W pracy przedstawiono wyniki badań ciepła hydratacji cementu w kalorymetrze izotermicznym. Wyniki ba...
Temperature rise due to heat of hydration in concrete depends on many factors such as geometry of t...
Two industrial ASTM Portland cements were carefully tested for heat of hydration (HOH) continuously ...
The results of a round robin test on isothermal (heat conduction) calorimetry are presented. A total...
The purpose of this study was to investigate for how long the thermal power of hydration can be meas...
When water is added to portland cement, heat is liberated, the rate and amount being a function of t...
The study presents results of calorimetric tests of three different cements. Two Ordinary Portland c...
The heat of hydration evolution of three cement pastes and one cement paste with superplasticizer ha...
This study investigated whether isothermal calorimetry measurements on cement paste are sufficiently...
The heat of hydration evolution of three cement pastes having varying water to cement ratio and one ...
One of the most critical properties of cementitious materials is the initial (IST) and final (FST) s...
Apparent activation energy (E) is generally used to consider the effect of temperature on the kineti...
The advisability of controlling the temperature rise and fall in concrete at early age is well recog...
Since the heat of hydration of cement is highly temperature dependent, variation of thermal properti...
The paper presents the results of predictive modelling of the curing mechanism of the type CEM I 42....
W pracy przedstawiono wyniki badań ciepła hydratacji cementu w kalorymetrze izotermicznym. Wyniki ba...
Temperature rise due to heat of hydration in concrete depends on many factors such as geometry of t...