Evaluation of attached mortar on recycled concrete aggregates by hyperspectral imaging

被引:52
|
作者
Bonifazi, Giuseppe [1 ]
Palmieri, Roberta [1 ]
Serranti, Silvia [1 ]
机构
[1] Sapienza Univ Rome, Dept Chem Engn Mat & Environm, Via Eudossiana 18, I-00184 Rome, Italy
关键词
Recycled concrete aggregates; Residual mortar; Construction and demolition waste; Hyperspectral imaging; Quality control; DEMOLITION WASTE; STRUCTURAL CONCRETE; EOL CONCRETE; CONSTRUCTION; QUALITY; QUANTIFICATION;
D O I
10.1016/j.conbuildmat.2018.03.048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The presence of mortar attached to the surface of recycled aggregates strongly affect their quality, especially in order to reuse them for making new concrete. In this perspective, an innovative sensor-based quality control strategy was developed using hyperspectral imaging (HSI) in the near-infrared range (1000-1700 nm), to evaluate the residual mortar content on the surface of coarse recycled concrete aggregates. Hyperspectral data processing was carried out applying first principal component analysis (PCA) for data exploration and then partial least square-discriminant analysis (PLS-DA) to build classification models. Micro X-ray fluorescence (micro-XRF) maps were also obtained on the same aggregate samples in order to validate the HSI classification results. The developed procedures allowed to correctly identify the mortar attached on aggregate surface and to quantify its percentage. The proposed approach can be profitably applied to certify recycled aggregates quality, increasing their economic value. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:835 / 842
页数:8
相关论文
共 50 条
  • [31] Use of recycled concrete aggregates in asphalt mixtures for A review
    Gabriel Bastidas-Martinez, Juan
    Alberto Reyes-Lizcano, Fredy
    Alexander Rondon-Quintana, Hugo
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2022, 9 (05) : 725 - 741
  • [32] Concrete with fine recycled aggregates: a review
    Evangelista, L.
    de Brito, J.
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2014, 18 (02) : 129 - 172
  • [33] Resistance to fragmentation of recycled concrete aggregates
    Artoni, Riccardo
    Cazacliu, Bogdan
    Hamard, Erwan
    Cothenet, Alexis
    Parhanos, Regis Sebben
    MATERIALS AND STRUCTURES, 2017, 50 (01)
  • [34] Evaluation of techniques for enhancing recycled concrete aggregates: Chemical treatment, biological modification and synergistic reinforcement
    Feng, Chunhua
    Wang, Jie
    Cui, Buwen
    Ye, Zihao
    Guo, Hui
    Zhang, Wenyan
    Zhu, Jianping
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 420
  • [35] Use of fine recycled aggregates from ceramic waste in masonry mortar manufacturing
    Jimenez, J. R.
    Ayuso, J.
    Lopez, M.
    Fernandez, J. M.
    de Brito, J.
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 : 679 - 690
  • [36] Strength and durability of concrete containing recycled concrete aggregates
    Thomas, Job
    Thaickavil, Nassif Nazeer
    Wilson, P. M.
    JOURNAL OF BUILDING ENGINEERING, 2018, 19 : 349 - 365
  • [37] Effects of recycled concrete aggregates on properties of asphalt concrete
    Paranavithana, Sumeda
    Mohajerani, Abbas
    RESOURCES CONSERVATION AND RECYCLING, 2006, 48 (01) : 1 - 12
  • [38] Efficient separation of coarse aggregates and cement mortar in the recycled concrete by water jet demolition
    Wang, Zefeng
    Pan, Chao
    Jiang, Yutao
    Zhong, Jinwen
    Zhu, Jiaying
    MATERIALS LETTERS, 2023, 333
  • [39] Effect of mixed recycled aggregates on mechanical properties of recycled concrete
    Rodriguez-Robles, Desiree
    Garcia-Gonzalez, Julia
    Juan-Valdes, Andres
    Ma Moran-del Pozo, Julia
    Ignacio Guerra-Romero, M.
    MAGAZINE OF CONCRETE RESEARCH, 2015, 67 (05) : 247 - 256
  • [40] COMPARISON OF RECYCLED GLASS AND RECYCLED CONCRETE AGGREGATES BEARING MORTAR MIXTURES EXPOSED TO HIGH TEMPERATURE, ABRASION AND DRYING
    Mardani-Aghabaglou, Ali
    Beglarigale, Ahsanollah
    Yazici, Halit
    Ramyar, Kambiz
    JOURNAL OF GREEN BUILDING, 2018, 13 (04): : 39 - 59