scholarly journals Experimental Study on Expansion Rate of Cement Mortar

2014 ◽  
Vol 03 (03) ◽  
pp. 76-82
Author(s):  
仁勇 刘
2021 ◽  
Vol 300 ◽  
pp. 124228
Author(s):  
Mohammad Ridduhan L. Natino ◽  
Yizhou Yang ◽  
Hikaru Nakamura ◽  
Taito Miura

2019 ◽  
Vol 23 (8) ◽  
pp. 3724-3734 ◽  
Author(s):  
Bo Meng ◽  
Hongwen Jing ◽  
Shengqi Yang ◽  
Tao Cui ◽  
Biao Li

2011 ◽  
Vol 328-330 ◽  
pp. 1351-1354
Author(s):  
Jun Yong He ◽  
Xiao Qing Huang ◽  
Cheng Yu Tian

Basalt fiber has the advantages of non-pollution and omnipotence, and will be widely used in the 21st Century. Therefore, more and more attention is paid on experimental research on the basalt fiber in the world. First,according to the requirements of the fibers used in the cement-based materials, the contrast testing of the plastic shrinkage between fiber cement mortar and pure mortar was made. The experimental results showed that basalt fiber , polypropylene fiber and polyacrylonitrile fiber can be preliminarily chosen as reinforced fibers in cement-based materials. Finally, taking both characteristics of basalt fiber and the increase of cement-based materials costs into account, it can be drawn that top priority should be given to the basalt fiber rather than to other fibers for cement-based materials.


2013 ◽  
Vol 671-674 ◽  
pp. 1741-1744 ◽  
Author(s):  
Hsien Hua Lee ◽  
C. W. Wang

For an infrastructure construction located in marine environments, maintaining good durability for the structures always imposes serious challenges, especially for the structure made of reinforced concrete. Concrete exposed to marine environment may deteriorate as a result of combined effects of both physical and chemical actions from marine environment. Corrosion of the reinforced steel bars that are embedded in the concrete is the most serious problem. Therefore, a method to protect the reinforced concrete in the marine environment from damages due to material deterioration and corrosion is proposed in this study. The method is through the application of bentonite material by utilizing its very finely divided form so that the larger capillary pores in concrete can be filled up. In this way, the impermeability of concrete material can be enhanced and then improve the corrosion resistant ability of the material.


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