scholarly journals Humidity Driven Transition from Insulator to Ionic Conductor in Portland Cement

Materials ◽  
2019 ◽  
Vol 12 (22) ◽  
pp. 3701 ◽  
Author(s):  
Masahiro Nagao ◽  
Kazuyo Kobayashi ◽  
Tetsuya Hori ◽  
Yaorong Li ◽  
Takashi Hibino

This work aims to assess ionic conduction in anhydrous cement particles and hydrated cement pastes with aging periods of 5–25 days. When a cement sample was humidified (relative humidity = 100%) over the range of 50–100 °C, it exhibited bulk conductivities of 10−3–10−2 S cm−1, regardless of the hydration level, whereas the interfacial conductivities varied in the range of 10−7–10−3 S cm−1, depending on the structural defects or conduction pathways of the sample. Both the bulk and interfacial conductivities were increased to 0.01 S cm−1 or higher at 100 °C, although the sample required previous moistening with water mist. The major charge carrier in the sample was determined to be hydroxide ions, and the total ion transport number was approximately 1. Exposing the sample to a mixture of carbon dioxide and water vapor caused a decrease in the bulk and interfacial conductivities; however, the bulk conductivity was returned to the initial value by treatment with an acid.

2017 ◽  
Vol 100 ◽  
pp. 398-412 ◽  
Author(s):  
Ricardo Serpell ◽  
Franco Zunino

10.14311/1374 ◽  
2011 ◽  
Vol 51 (3) ◽  
Author(s):  
T. Ficker ◽  
D. Martišek ◽  
H. M. Jennings

. Seventy-eight graphs were plotted to describe and analyze the dependences of the height and roughness irregularities on the water-to-cement ratio and on the porosity of the cement hydrates. The results showed unambiguously that the water-to-cement ratio or equivalently the porosity of the specimens has a decisive influence on the irregularities of the fracture surfaces of this material. The experimental results indicated the possibility that the porosity or the value of the water-to-cement ratio might be inferred from the height irregularities of the fracture surfaces. It was hypothesized that there may be a similarly strong correlation between porosity and surface irregularity, on the one hand, and some other highly porous solids, on the other, and thus the same possibility to infer porosity from the surfaces of their fracture remnants.


2009 ◽  
Vol 23 (11) ◽  
pp. 3431-3438 ◽  
Author(s):  
Elke Knapen ◽  
Ozlem Cizer ◽  
Koenraad Van Balen ◽  
Dionys Van Gemert

1988 ◽  
Vol 136 ◽  
Author(s):  
P. Bredy ◽  
M. Chabannet ◽  
J. Pera

ABSTRACTFive compositions with 10% to 50% metakaolin for cement substitution were studied. The rate of hydration was studied from the compressive strength after up to 6 months of curing and from the hydrates formed (DTA-XRD). The metakaolin addition considerably reduced portlandite content in the hydrated cement and contributed to the formation of hydrated gehlenite which is not present in OPC paste. The microstructure study (SEM) shows that pozzolanic cement pastes were less crystallized than plain pastes. Mercury intrusion was used to measure porosity of hydrated cement pastes. The porosity with blended cements was higher than that with OPC, except for 10 and 20% metakaolin substitution. Evolution of the pore size distribution was studied: the pozzolanic pastes enhance small diameters.


2010 ◽  
Vol 214 ◽  
pp. 012136 ◽  
Author(s):  
A Abdelalim ◽  
S Abdallah ◽  
K Easawi ◽  
S Negm ◽  
H Talaat

1986 ◽  
Vol 103 (1) ◽  
pp. 137-145 ◽  
Author(s):  
H.H. Willems ◽  
J.A. Poulis ◽  
C.H. Massen

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