Sugar beet fiber and Tragacanth gum effects on concrete

被引:8
作者
Fathi, Hamoon [1 ]
Fathi, Aras [2 ]
机构
[1] Islamic Azad Univ, Sanandaj Branch, Dept Civil Engn, Sanandaj, Iran
[2] Islamic Azad Univ, Sci & Res Branch, Dept Food Technol Engn, Tehran, Iran
关键词
Natural fiber; Self-compacting concrete; Mechanical properties; Sulfate attack; PLASTIC SHRINKAGE CRACKING; ASH-BLENDED CEMENT; PORTLAND-CEMENT; BAGASSE ASH; RICE HUSK; SULFATE RESISTANCE; FLY-ASH; CHLORIDE; WASTE; COMPOSITES;
D O I
10.1016/j.jclepro.2015.06.072
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
As natural concrete supplements, waste materials obtained from food industry plants can substitute synthetic supplements in concrete to help protect the environment. This is an experimental study for examining the effects of Tragacanth gum and sugar beet fiber additives on concrete behavior. Tragacanth gum and sugar beet fiber have numerous applications in industry. Concrete specimens were prepared at six different mixing ratios of additives and subsequently tested. Tensile and compressive strengths, modulus of elasticity, slump, air voids volume and failure modes of the concrete specimens were measured to determine the changes the concrete had undergone due to the addition of sugar beet fiber and Tragacanth gum. Compressive strengths of the samples were between 32 and 37 MPa while the obtained tensile strength is between 3.43 and 3.66 MPa. The results indicated that concrete slump in the specimens exhibited considerable flowability, as in the case of self-compacting concrete. Moreover, increasing the test parameters decreased compressive strength and increased the number of air voids in the concrete. Adding a combination of Tragacanth gum and sugar beet fiber increased air voids and flowability in the concrete. Finally, given the increased concrete slump and concrete setting time, a numerical model was presented using the obtained laboratory results for examining slump variations after mixing the concrete. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:808 / 815
页数:8
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