Influence of different admixtures on the mechanical and durability properties of one-part alkali-activated mortars

被引:64
作者
Ahmad, Muhammad Riaz [1 ,2 ]
Chen, Bing [1 ,2 ]
Shah, Syed Farasat Ali [1 ,2 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai Key Lab Digital Maintenance Bldg & Infra, Shanghai 200240, Peoples R China
基金
中国国家自然科学基金;
关键词
Alkali activated mortar; Acid attack; Sulfate attack; Durability; Loss in mass; ACID RESISTANCE; GEOPOLYMER CONCRETE; WASTE-GLASS; SILICA FUME; CEMENT; SULFATE; PERFORMANCE; EMISSIONS; STRENGTH; ATTACK;
D O I
10.1016/j.conbuildmat.2020.120320
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One-part AAM is low carbon binder having low energy requirements coupled with excellent working properties and strength characteristics. This study examined the influence of silica fume, magnesia, cement clinker, and metakaolin on the shot term and long term hardened properties and durability performance of one-part alkali-activated (AAM) mortars. The durability of AAM mortars was investigated by exposing the samples to sodium sulfate and sulfuric acid solution for 270 days. Fly ash and ground granulated blast furnace slag were used as main precursors in control mortar and were replaced by silica fume, magnesia, cement clinker, and metakaolin admixtures to evaluate their influence. Admixtures were used at replacement level of 1.5%, 3% and 4.5%. Results revealed a significant improvement in long term compressive strength and water absorption performance of one-part AAM with the increase in admixture content. In addition, the AAM mortar incorporation various admixtures. Mortar specimens did not show any visual signs of discoloration, change in mass, or length during the immersion in sulfate solution. The residual strength of AAM mortars exposed to sulfate solution was in the range of 83-99%. However, mor tars samples exposed to sulfuric acid solution underwent cracking and deterioration with the visible leaching out of binder paste accompanied with significant strength loss. AAM mortars containing 4.5% metakaolin showed the highest residual strength against sulfate and acid attack. SEM analysis shows that alkali activated mortars containing admixtures showed no microcracks and micropores and supported the results of mechanical testing. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:17
相关论文
共 64 条
[1]   Development of greener alkali-activated cement: utilisation of sodium carbonate for activating slag and fly ash mixtures [J].
Abdalqader, Ahmed F. ;
Jin, Fei ;
Al-Tabbaa, Abir .
JOURNAL OF CLEANER PRODUCTION, 2016, 113 :66-75
[2]   Multiproperty characterization of cleaner and energy-efficient vegetal concrete based on one-part geopolymer binder [J].
Ahmad, Muhammad Riaz ;
Chen, Bing ;
Haque, M. Aminul ;
Oderji, Sajjad Yousefi .
JOURNAL OF CLEANER PRODUCTION, 2020, 253
[3]   Effect of slag content and activator dosage on the resistance of fly ash geopolymer binders to sulfuric acid attack [J].
Aiken, Timothy A. ;
Kwasny, Jacek ;
Sha, Wei ;
Soutsos, Marios N. .
CEMENT AND CONCRETE RESEARCH, 2018, 111 :23-40
[4]   A review on emission analysis in cement industries [J].
Ali, M. B. ;
Saidur, R. ;
Hossain, M. S. .
RENEWABLE & SUSTAINABLE ENERGY REVIEWS, 2011, 15 (05) :2252-2261
[5]   Partial replacement of copper slag with treated crumb rubber aggregates in alkali-activated slag mortar [J].
Ameri, Farshad ;
Shoaei, Parham ;
Musaeei, Hamid Reza ;
Zareei, Seyed Alireza ;
Cheah, Chee Ban .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 256
[6]  
[Anonymous], 2012, STANDARD TEST METHOD
[7]  
[Anonymous], 2012, STANDARD SPECIFICATI
[8]  
[Anonymous], 2013, ANN B ASMT STAND B A, V4, P1
[9]  
[Anonymous], 2008, C618 AM SOC TEST MAT
[10]  
[Anonymous], 2012, STANDARD TEST METHOD