Performance evaluation of sustainable high strength mortars incorporating high volume waste glass as binder

被引:56
|
作者
Liu, G. [1 ]
Florea, M. V. A. [1 ]
Brouwers, H. J. H. [1 ]
机构
[1] Eindhoven Univ Technol, Dept Built Environm, POB 513, NL-5600 MB Eindhoven, Netherlands
关键词
Recycled waste glass; High strength; Sustainable mortar; Microstructure; Drying shrinkage; ALKALI-SILICA REACTION; BLAST-FURNACE SLAG; FLY-ASH CONCRETE; DRYING SHRINKAGE; RECYCLED GLASS; PORE STRUCTURE; CEMENTITIOUS MATERIALS; MECHANICAL-PROPERTIES; AUTOGENOUS SHRINKAGE; COMPRESSIVE STRENGTH;
D O I
10.1016/j.conbuildmat.2018.12.110
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the performance of sustainable high strength mortars incorporating recycled waste glass as a supplementary cementitious material (SCM) to replace cement from low (10%) to high (60%) replacement ratios, while mortars with conventional mix design are used as reference. The addition of the recycled waste glass significantly improves the slump-flow of fresh mortars in the presence of superplasticizer (SP). The increase of the recycled waste glass dosage contributes to the longer initial and final setting time compared to the plain cement sample. The high volume recycled waste glass containing sample shows an obvious delay of hydration compared with others incorporating the same amount of SP. The high strength series samples containing various contents of recycled waste glass show similar total gel porosity, but a significant increase of gel porosity was observed in the normal strength series samples containing recycled waste glass. From the SEM images, it can be identified that high dosage recycled waste glass-containing high strength mortars show a denser microstructure compared to the plain sample. The higher mesopore volume introduces higher drying shrinkage in sustainable mortars. The mechanical performance tests show that sustainable high strength mortars containing 60% recycled waste glass can achieve a satisfactory strength (99 MPa) compared to the plain cement sample (115 MPa). (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:574 / 588
页数:15
相关论文
共 50 条
  • [21] Performance Evaluation of Waste High Density Polyethylene as a Binder Modifier for Hot Mix Asphalt
    Nguyen, Van Hung
    Le, Van Phuc
    Nguyen, Thanh Phong
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2025, 18 (01) : 102 - 113
  • [22] Waste glass as binder in alkali activated slag-fly ash mortars
    Liu, G.
    Florea, M. V. A.
    Brouwers, H. J. H.
    MATERIALS AND STRUCTURES, 2019, 52 (05)
  • [23] Experimental and empirical evaluation of strength for sustainable lightweight self-compacting concrete by recycling high volume of industrial waste materials
    Sor, Nadhim Hamah
    Hilal, Nahla
    Faraj, Rabar H.
    Ahmed, Hemn Unis
    Sherwani, Aryan Far H.
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (15) : 7443 - 7460
  • [24] Strength and elastic properties of mortars with various percentages of environmentally sustainable mineral binder
    Toma, Ionut-Ovidiu
    Covatariu, Daniel
    Toma, Ana-Maria
    Taranu, George
    Budescu, Mihai
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 43 : 348 - 361
  • [25] Enhancing sustainability of ultra-high performance concrete utilizing high-volume waste glass powder
    Tahwia, Ahmed M.
    Essam, Ahmed
    Tayeh, Bassam A.
    Abd Elrahman, Mohamed
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [26] High-Performance Glass for Sustainable Design
    不详
    ARCHITECTURAL RECORD, 2018, 206 (12) : 134 - 135
  • [27] Compressive strength and flowability of high volume eco-binder high performance concrete: A physical-data dual drive
    Meng, Shaoqiang
    Shi, Zhenming
    Ouyang, Xiaowei
    Zhao, Yong Zhi
    Xia, Chengzhi
    STRUCTURES, 2025, 74
  • [28] Performance of sustainable cementitious mortar incorporating hybrid waste glass powder and steel slag
    Zhang, Xuanrui
    Zhao, Hanbing
    Tao, Zhong
    Li, Wengui
    CONSTRUCTION AND BUILDING MATERIALS, 2025, 472
  • [29] Experimental Evaluation of High-Performance Recycled Concrete Incorporating Ceramic Sanitary Waste
    Santiago Prates, Lucas Mognon
    Martins, Carlos Humberto
    da Silva Ribeiro, Igor Eduardo
    Benedetty Torres, Carlos Alberto
    Vendramell Ferreira, Felipe Piana
    Krahl, Pablo Augusto
    4TH FIB INTERNATIONAL CONFERENCE ON CONCRETE SUSTAINABILITY, ICCS2024, VOL 1, 2025, 573 : 430 - 437
  • [30] Long-term volume changes and microcracks formation in high strength mortars
    Igarashi, S
    Kubo, HR
    Kawamura, M
    CEMENT AND CONCRETE RESEARCH, 2000, 30 (06) : 943 - 951