Effect of Coating with Flexible Polymer Modified Cement Mortar on Inhibition of Alkali Silica Reaction

2009 ◽  
pp. 34-34-10 ◽  
Author(s):  
H Kamimoto ◽  
M Wakasugi
2015 ◽  
Vol 112 (6) ◽  
Author(s):  
Mohammad R. Irshidat ◽  
Mohammed H. Al-Saleh ◽  
Sura Sanad

2021 ◽  
Vol 321 ◽  
pp. 29-35
Author(s):  
Dimitrii Gusak ◽  
Jiří Brožovský ◽  
Rudolf Hela

The alkali–silica reaction (ASR) causes internal corrosion of concrete. The aim of this work is to verify the possibility of ultrasonic method in detection of concrete internal structure changes, which were initiated by the alkali-silica reaction. For this purpose, we prepared samples that contained aggregates of two types, namely one with 98% of SiO2 content and one with a greywacke. The dependence of ultrasonic impulse propagation velocity on the changes in the structure of mortars containing aggregates from these rocks was researched. The results of this work are not unambiguous yet and therefore it is necessary to carry out more extensive investigation with using of other methods that will allow to examine changes in the internal structure of composites more detailed.


2013 ◽  
Vol 44 ◽  
pp. 97-105 ◽  
Author(s):  
João Feiteira ◽  
Maria S. Ribeiro

2011 ◽  
Vol 299-300 ◽  
pp. 708-711 ◽  
Author(s):  
Shi An Sun ◽  
Yi Wei Fei ◽  
Yun Peng Xiao ◽  
Hong Wei Yang ◽  
Zhi Min Zong

A new flexible polymer-cement mortar was prepared by adjusting the ratio of cement, polymer emulsion and solution. The effects of cement and different kinds of polymer emulsion on the construction performance of composite materials such as workability, anti-aging, flexibility and impact resistance were evaluated. It was indicted that the prepared flexible polymer-cement mortar possessed a good application prospect.


2017 ◽  
Vol 882 ◽  
pp. 77-82 ◽  
Author(s):  
Chang Seon Shon ◽  
Dongoun Lee

The utilization of fly ashes produced by circulated fluidized bed combustion (CFBC) has been limited in construction application due to their inherent high sulfate and carbon contents although CFBC fly ash exhibits very good binding properties without requiring any supplementary activator. This study reports alkali silica reaction (ASR) behavior of CFBC fly ash geopolymer mortars in terms of activation energy using a modified ASTM C 1260/C 1567. Two different strengths of NaOH solution were used to test reactive and potentially reactive aggregates in the presence of CFBC fly ash. The other variables included a longer test period of 3 months and three different temperatures, namely 60°C, 70°C, and 80°C. It was observed that there was no significant expansion in CFBC fly ash based geopolymer mortar regardless of variation of temperature and alkalinity of test solution. Activation energy of CFBC fly ash geopolymer for ASR was higher than that of plain cement mortar irrespective of strength of NaOH solution.


2016 ◽  
Vol 106 (1) ◽  
pp. 1014-1019
Author(s):  
Nozomu TANIGUCHI ◽  
Yusuke SUGINO ◽  
Fujikazu OHKUBO ◽  
Weiwei LIN ◽  
Shinya SATAKE ◽  
...  

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