Durability performance of concrete incorporated with alkali-activated artificial aggregates

被引:3
作者
Bekkeri, Gopal Bharamappa [1 ]
Shetty, Kiran K. [1 ]
Nayak, Gopinatha [1 ]
Kumar, K. A. Abhilash [1 ]
机构
[1] Manipal Acad Higher Educ, Manipal Inst Technol, Dept Civil Engn, Manipal 576104, Karnataka, India
关键词
Artificial aggregates; Alkali-activated artificial aggregates; Artificial aggregate concrete; Durability of artificial aggregate concrete; BONDED LIGHTWEIGHT AGGREGATE; EXPANDED PERLITE AGGREGATE; THERMAL-CONDUCTIVITY; ACCELERATED CORROSION; COMPRESSIVE STRENGTH; WASTE; MICROSTRUCTURE; TEMPERATURE; RESISTANCE; DENSITY;
D O I
10.1007/s42247-024-00855-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The surge in infrastructure projects has spurred a surge in demand for concrete, putting pressure on the supply of key raw materials, notably aggregates. Innovative approaches have been devised to address this challenge, including developing alkali-activated artificial aggregates (AAAs). These aggregates were crafted from a blend of seashell powder, fly ash, and slag through an alkali-activation cold-bonding technique. The concrete containing up to 50% replacement of natural coarse aggregates with AAAs depicted optimum mechanical properties. As the studies on the durability perspective of concrete with artificial aggregates were limited, extensive studies on durability characteristics, such as resistance to elevated temperature, acid, sulfate, chloride, seawater intrusion, reinforcement corrosion, and others, were determined. Some prime results of alkali-activated artificial aggregate concrete (AAAC) mix after 90 days of curing depicted a water absorption of range 0.16-0.2% and sorptivity of 1.86-7.43 x 10(-5) mm/Sect. 0.5.When exposed to the sulphuric acid solution, the strength loss ranges between 41.66 and 43.89%, and the thermal conductivity was 1.08-1.98 W/m degrees C. Mass loss of steel bars embedded in concrete mixes exposed to accelerated corrosion test varied between 24.5 and 33.5 g for a cover of 40 mm. In addition, at an elevated temperature of 800 degrees C, the concrete mixes presented a strength loss range of 15.38-20.4%. Overall, the comprehensive findings of this study underscore the viability of artificial aggregate-based concrete in meeting stringent durability standards. Moreover, by repurposing waste materials, this research significantly contributes to sustainable construction practices, curbing the environmental footprint of concrete production while enhancing its performance and longevity.
引用
收藏
页码:1895 / 1917
页数:23
相关论文
共 102 条
[1]   Mechanical properties, high temperature resistance and microstructure of eco-friendly ultra-high performance geopolymer concrete: Role of ceramic waste addition [J].
Abd Ellatief, Mohamed ;
Abadel, Aref A. ;
Federowicz, Karol ;
Abd Elrahman, Mohamed .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 401
[2]   Physico-mechanical, thermal insulation properties, and microstructure of geopolymer foam concrete containing sawdust ash and egg shell [J].
Abdellatief, Mohamed ;
Ahmed, Yasser M. ;
Taman, Mohamed ;
Elfadaly, Ezzat ;
Tang, Yunchao ;
Abadel, Aref A. .
JOURNAL OF BUILDING ENGINEERING, 2024, 90
[3]  
Ahmad S, 2009, ARAB J SCI ENG, V34, P95
[4]   Thermal conductivity, compressive strength and ultrasonic wave velocity of cementitious composite containing waste PET lightweight aggregate (WPLA) [J].
Akcaozoglu, Semiha ;
Akcaozoglu, Kubilay ;
Atis, Cengiz Duran .
COMPOSITES PART B-ENGINEERING, 2013, 45 (01) :721-726
[5]  
[Anonymous], 2006, C267 ASTM INT, DOI [10.1520/C0267-01R12, DOI 10.1520/C0267-01R12]
[6]  
[Anonymous], 2001, 12667 BS EN
[7]   Thermal conductivity of concrete - A review [J].
Asadi, Iman ;
Shafigh, Payam ;
Bin Abu Hassan, Zahiruddin Fitri ;
Mahyuddin, Norhayati Binti .
JOURNAL OF BUILDING ENGINEERING, 2018, 20 :81-93
[8]   Micromechanical modeling of sulphate corrosion in concrete: influence of ettringite forming reaction [J].
Basista, M. ;
Weglewski, W. .
THEORETICAL AND APPLIED MECHANICS, 2008, 35 (1-3) :29-52
[9]   Resistance of self-consolidating concrete to sulfuric acid attack with consecutive pH reduction [J].
Bassuoni, M. T. ;
Nehdi, M. L. .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (07) :1070-1084
[10]   Recycled aggregate from C&D waste & its use in concrete - A breakthrough towards sustainability in construction sector: A review [J].
Behera, Monalisa ;
Bhattacharyya, S. K. ;
Minocha, A. K. ;
Deoliya, R. ;
Maiti, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 68 :501-516