Multi-scale Study of Calcium Leaching in Cement Pastes with Silica Nanoparticles

2009 ◽  
pp. 193-198 ◽  
Author(s):  
J. J. Gaitero ◽  
W. Zhu ◽  
I. Campillo
2021 ◽  
Vol 286 ◽  
pp. 122983
Author(s):  
Chunmeng Jiang ◽  
Linhua Jiang ◽  
Xinjun Tang ◽  
Jingwei Gong ◽  
Hongqiang Chu

Author(s):  
Hu Yang ◽  
Cairong Lu ◽  
Weibao Liu ◽  
Guoxing Mei ◽  
Heng Wang ◽  
...  

2017 ◽  
Vol 99 ◽  
pp. 175-183 ◽  
Author(s):  
Kiyofumi Kurumisawa ◽  
Kazuko Haga ◽  
Daisuke Hayashi ◽  
Hitoshi Owada

2018 ◽  
Author(s):  
Filip Kolařík ◽  
Vít Šmilauer ◽  
Bořek Patzák

Materials ◽  
2020 ◽  
Vol 13 (12) ◽  
pp. 2697
Author(s):  
Janez Perko ◽  
Neven Ukrainczyk ◽  
Branko Šavija ◽  
Quoc Tri Phung ◽  
Eddie A. B. Koenders

A coupled numerical approach is used to evaluate the influence of pore connectivity and microcracks on leaching kinetics in fully saturated cement paste. The unique advantage of the numerical model is the ability to construct and evaluate a material with controlled properties, which is very difficult under experimental conditions. Our analysis is based on two virtual microstructures, which are different in terms of pore connectivity but the same in terms of porosity and the amount of solid phases. Numerical fracturing was performed on these microstructures. The non-fractured and fractured microstructures were both subjected to chemical leaching. Results show that despite very different material physical properties, for example, pore connectivity and effective diffusivity, the leaching kinetics remain the same as long as the amount of soluble phases, i.e., buffering capacity, is the same. The leaching kinetics also remains the same in the presence of microcracks.


2020 ◽  
Vol 291 ◽  
pp. 109689 ◽  
Author(s):  
Lucas Ruffel ◽  
Jérémy Soulié ◽  
Yannick Coppel ◽  
Pierre Roblin ◽  
Fabien Brouillet ◽  
...  

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