Comparing Crushed Brick as Coarse Aggregate Substitute in Concrete: Experimental vs. Numerical Study

被引:3
作者
Bhatta, Naresh [1 ]
Adhikari, Abhas [1 ]
Ghimire, Anubhav [1 ]
Bhandari, Nishant [1 ]
Subedi, Aayushman [1 ]
Sahani, Kameshwar [1 ]
机构
[1] Kathmandu Univ, Dept Civil Engn, Dhulikhel, Nepal
关键词
Natural Coarse Aggregate (NCA); Crushed Brick Aggregate (CBA); Concrete; Environment; Waste management; Recycled brick; Demolition building; RECYCLED AGGREGATE; MECHANICAL-PROPERTIES; DEMOLITION WASTE; CONSTRUCTION; PERFORMANCE;
D O I
10.1007/s40996-024-01407-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As building construction speeds up, demolitions will increase due to concrete's limited lifespan ultimately ending in demolition. In earthquake-prone countries like Nepal, buildings may collapse during earthquakes, leading to the disposal of bricks creating potential environmental pollution. This research explores the use of Crushed Brick Aggregate (CBA), obtained as a replacement for Natural Coarse Aggregate (NCA) in concrete. Laboratory tests of concrete underwent compressive and tensile strength tests, while the aggregate underwent sieve analysis, impact, abrasion, and water absorption tests. Similarly, cement was subjected to tests for w/c ratio, setting time, and consistency. Employing ABAQUS software for numerical modeling, an analysis of how the concrete responds to various pressures has also been conducted. Substituting NCA with CBA at 10%, 15%, 20%, and 25% by weights, the study finds that up to 20% replacement maintains comparable strength, offering potential application in construction. The research emphasizes reusing bricks in construction instead of discarding them, which reduces waste and enhances resource recycling and conservation, ultimately promoting global sustainability. This encourages engineers, and researchers to develop eco-friendly concrete using recycled materials. The limitations encompass durability concerns, water absorption, and project cost. Furthermore, researchers may investigate how the chemical composition of bricks affects concrete strength.
引用
收藏
页码:4255 / 4274
页数:20
相关论文
共 27 条
  • [1] Durability of concrete incorporating crushed brick as coarse aggregate
    Adamson, M.
    Razmjoo, A.
    Poursaee, A.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 94 : 426 - 432
  • [2] Properties and Performance of Concrete Made with Recycled Low-Quality Crushed Brick
    Bazaz, Jafar Bolouri
    Khayati, Mahmood
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2012, 24 (04) : 330 - 338
  • [3] Mechanical properties modeling of recycled aggregate concrete
    Bezerra Cabral, Antonio Eduardo
    Schalch, Valdir
    Coitinho Dal Molin, Denise Carpena
    Duarte Ribeiro, Jose Luis
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (04) : 421 - 430
  • [4] Bhanbhro R., 2014, Engineering, V06, P211, DOI [10.4236/eng.2014.65025, DOI 10.4236/ENG.2014.65025]
  • [5] buildmagazine, B100-68-RiseFallCladdings.pdf
  • [6] Cavalline Tara L., 2013, Structural Survey, V31, P160, DOI 10.1108/SS-09-2012-0029
  • [7] The Production of Sustainable Concrete with the Use of Alternative Aggregates: A Review
    Collivignarelli, Maria Cristina
    Cillari, Giacomo
    Ricciardi, Paola
    Miino, Marco Carnevale
    Torretta, Vincenzo
    Rada, Elena Cristina
    Abba, Alessandro
    [J]. SUSTAINABILITY, 2020, 12 (19)
  • [8] Vision of 3D printing with concrete - Technical, economic and environmental potentials
    De Schutter, Geert
    Lesage, Karel
    Mechtcherine, Viktor
    Nerella, Venkatesh Naidu
    Habert, Guillaume
    Agusti-Juan, Isolda
    [J]. CEMENT AND CONCRETE RESEARCH, 2018, 112 : 25 - 36
  • [9] The use of coarse and fine crushed bricks as aggregate in concrete
    Debieb, Farid
    Kenai, Said
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (05) : 886 - 893
  • [10] Use of industrial waste materials for 3D printing of sustainable concrete: A review
    Dey, Dhrutiman
    Srinivas, Dodda
    Panda, Biranchi
    Suraneni, Prannoy
    Sitharam, T. G.
    [J]. JOURNAL OF CLEANER PRODUCTION, 2022, 340