Use of geopolymer concrete for a cleaner and sustainable environment - A review of mechanical properties and microstructure

被引:404
作者
Hassan, Amer [1 ]
Arif, Mohammed [2 ]
Shariq, M. [1 ]
机构
[1] Aligarh Muslim Univ, Zakir Husain Coll Engn & Technol, Dept Civil Engn, Aligarh 202002, Uttar Pradesh, India
[2] Qassim Univ, Coll Engn, Dept Civil Engn, Buraydah 51452, Saudi Arabia
关键词
Geopolymer concrete; Mix design; Mechanical properties; Durability; Microstructure; CALCIUM FLY-ASH; ACTIVATED SLAG MORTARS; A-S-H; COMPRESSIVE STRENGTH; ALKALI ACTIVATION; RECYCLED AGGREGATE; ABSORPTION PROPERTIES; STRUCTURAL BEHAVIOR; SIZE DISTRIBUTION; THERMAL-BEHAVIOR;
D O I
10.1016/j.jclepro.2019.03.051
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Geopolymer concrete (GPC) has been researched during the past few decades as an alternative to sustainable construction materials, which can minimize CO2 emission for its use of industry by-products. Past researches on GPC show that it can be suitable for the structural applications, with a workable slump, and comparable grade of strength to ordinary Portland cement concrete. In this review paper, the mix design, mechanical properties, durability and microstructure of GPC have been discussed to figure out and report the last data and information regarding geopolymer concrete. In addition to that, the microstructure of GPC and OPC concrete have been investigated to understand the internal structure of GPC and evaluate its engineering properties such as strength and durability etc. Review of literature revealed that the production of geopolymer concrete requires great care and correct material composition. During the activation process in making the geopolymer, high alkalinity also requires safety risk and enhanced energy consumption and generation of greenhouse gases. Furthermore, the production of GPC is also affected by the curing time and curing temperature. Therefore, there is an urgent need to develop user-friendly design geopolymer concrete procedure/code that can be used in a variety of construction areas. In summary, this literature review offers guidance for civil engineers and industrial community in future researches regarding geopolymer concrete. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:704 / 728
页数:25
相关论文
共 177 条
[1]   Effect of nano-silica on strength and durability of fly ash based geopolymer mortar [J].
Adak, D. ;
Sarkar, M. ;
Mandal, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 70 :453-459
[2]  
Adam A. A, 2009, CHEM ENG
[3]   The effect of temperature and duration of curing on the strength of fly ash based geopolymer mortar [J].
Adam, Andi Arham ;
Horianto .
2ND INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS, 2014, 95 :410-414
[4]   Development of geopolymer mortar under ambient temperature for in situ applications [J].
Al-Majidi, Mohammed Haloob ;
Lampropoulos, Andreas ;
Cundy, Andrew ;
Meikle, Steve .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 120 :198-211
[5]   Mechanical and microstructural characterization of fiber reinforced fly ash based geopolymer composites [J].
Al-mashhadani, Mukhallad M. ;
Canpolat, Orhan ;
Aygormez, Yurdakul ;
Uysal, Mucteba ;
Erdem, Savas .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 167 :505-513
[6]   Experimental study on fly ash and lead smelter slag-based geopolymer concrete columns [J].
Albitar, M. ;
Ali, M. S. Mohamed ;
Visintin, P. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 141 :104-112
[7]   Durability evaluation of geopolymer and conventional concretes [J].
Albitar, M. ;
Ali, M. S. Mohamed ;
Visintin, P. ;
Drechsler, M. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 136 :374-385
[8]  
Aligizaki K.K., 2006, Pore structure of cement-based materials: testing, interpretation and requirement
[9]   Effect of discontinuous curing and ambient temperature on the compressive strength development of fly ash based Geopolymer concrete [J].
Almuhsin, Bayrak ;
al-Attar, Tareq ;
Hasan, Qais .
3RD INTERNATIONAL CONFERENCE ON BUILDINGS, CONSTRUCTION AND ENVIRONMENTAL ENGINEERING, BCEE3-2017, 2018, 162
[10]  
[Anonymous], 2006, THESIS