scholarly journals ESTIMATION METHOD OF COMPRESSIVE STRENGTH OF BLENDED CEMENT PASTE WITH DIFFERENT BINDER COMPOSITION, WATER TO BINDER RATIO AND CURING TEMPERATURE BY CONDUCTION CALORIMETER

2017 ◽  
Vol 71 (1) ◽  
pp. 232-239
Author(s):  
Yuya YODA ◽  
Syunsuke KIYOMURA ◽  
Yasuhiro KURODA ◽  
Etsuo SAKAI
2019 ◽  
Vol 48 (6) ◽  
pp. 20180259
Author(s):  
X. C. Yan ◽  
L. H. Jiang ◽  
M. Z. Guo ◽  
Y. J. Chen ◽  
S. B. Jiang ◽  
...  

2005 ◽  
Vol 27 (4) ◽  
pp. 425-428 ◽  
Author(s):  
Prinya Chindaprasirt ◽  
Chai Jaturapitakkul ◽  
Theerawat Sinsiri

2011 ◽  
Vol 250-253 ◽  
pp. 104-108 ◽  
Author(s):  
Yue Li ◽  
Jun Ling Bao ◽  
Chun E Sui ◽  
Xiu Li Du

This paper presents the effects of mineral admixtures and the water to binder ratio (W/B) on the tensile and compressive strength and micro pore structure of hardened cement pastes. The test results show that: with the water to binder ratio increasing, the tensile and compressive strength of cement paste with different mineral admixtures will decrease, air content and mean pore diameter will decrease and the cement paste with the ground blast furnace slag is the lowest. The artificial neural network based on its nonlinear mapping function can fit the relationship between strength and pore structure more accurate than an empirical formula.


2012 ◽  
Vol 42 ◽  
pp. 424-433 ◽  
Author(s):  
Theerawat Sinsiri ◽  
Wunchock Kroehong ◽  
Chai Jaturapitakkul ◽  
Prinya Chindaprasirt

Materials ◽  
2019 ◽  
Vol 12 (6) ◽  
pp. 941 ◽  
Author(s):  
Wenqiang Wang ◽  
Xinhao Liu ◽  
Liang Guo ◽  
Ping Duan

The effects of 10% metakaolin addition on compressive strength, water absorption, shrinkage and microstructure evolution of cement paste after elevated temperatures exposure from room temperature to 800 °C were evaluated. The experimental results show that compressive strength increases at 200 °C and 400 °C compared with that obtained at ambient temperature. Up to 800 °C, compressive strength decreases rapidly. The addition of 10% metakaolin leads to the enhancement of compressive strength regardless of exposure temperatures. After thermal exposure at 400 °C, compressive strength reaches the maximum value. Thermal exposure degrades pore structure. A polynomial equation was used to indicate the shrinkage of cement paste or metakaolin-blended cement paste with testing days. Mechanical properties, permeability resistance, and shrinkage in cement pastes are closely related to the microstructure development. 10% metakaolin addition presents better thermal resistance, lower shrinkage and denser microstructure compared with pure cement paste before and after thermal exposure.


Sign in / Sign up

Export Citation Format

Share Document