Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete

被引：0
|
作者：
Chindaprasirt, P. [2 ]
Hatanaka, S. [3 ]
Mishima, N. [3 ]
Yuasa, Y. [4 ]
Chareerat, T. [1 ]
机构：
[1] Kasetsart Univ, Fac Sci & Engn, Dept Civil & Environm Engn, Bangkok, Thailand
[2] Khon Kaen Univ, Fac Engn, Dept Civil Engn, Khon Kaen, Thailand
[3] Mie Univ, Fac Engn, Dept Architecture, Tsu, Mie, Japan
[4] Mie Prefecture Sci & Technol Promot Ctr, Ind Res Div, Tsu, Mie, Japan
来源：
INTERNATIONAL JOURNAL OF MINERALS METALLURGY AND MATERIALS | 2009年 / 16卷 / 06期
关键词：
cement paste; porous concrete; compressive strength; void ratio;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
To test the influence of binder strength, porous concretes with 4 binder strengths between 30.0-135.0 MPa and 5 void ratios between 15%-35% were tested. The results indicated that for the same aggregate, the rates of strength reduction due to the increases in void ratio were the same for binders with different strengths. To study the influence of aggregate size, 3 single size aggregates with nominal sizes of 5.0, 13.0 and 20.0 mm (Nos. 7, 6 and 5 according to JIS A 5001) were used to make porous concrete. The strengths of porous concrete are found to be dependent on aggregate size. The rate of strength reduction of porous concrete with small aggregate size is found to be higher than that with larger aggregate size. At the same void ratio, the strength of porous concrete with large aggregate is larger than that with small aggregate. The general equations for porous concrete are related to compressive strength and void ratio for different binder strengths and aggregate sizes.
引用
收藏
页码：714 / 719
页数：6
相关论文
共 50 条
  • [21] Cement paste properties and paste-aggregate void saturation ratio as the factors governing the selfcompactness and compressive strength of concrete
    Szwabowski, Janusz
    Golaszewski, Jacek
    [J]. CEMENT WAPNO BETON, 2010, 15 (02): : 97 - +
  • [22] Compressive Strength Studies on Recycled Binder Concrete
    Duan Nguyen, Duy
    Phan, Van Tien
    [J]. ENGINEERING TECHNOLOGY & APPLIED SCIENCE RESEARCH, 2021, 11 (04) : 7332 - 7335
  • [23] A STUDY ON EFFECTS OF SIZE COARSE AGGREGATE IN CONCRETE STRENGTH
    Hamid, N. A. Abd
    Abas, N. F.
    [J]. JURNAL TEKNOLOGI, 2015, 75 (05): : 51 - 55
  • [24] Size and shape effects on compressive strength of lightweight concrete
    Sim, Jae-Il
    Yang, Keun-Hyeok
    Kim, Heung-Yeoul
    Choi, Byong-Jeong
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 : 854 - 864
  • [25] Compressive Strength of Organic Lightweight Aggregate Concrete
    Cheng, Congmi
    Su, Dagen
    He, Juan
    Jiao, Chujie
    [J]. SUSTAINABLE DEVELOPMENT OF URBAN ENVIRONMENT AND BUILDING MATERIAL, PTS 1-4, 2012, 374-377 : 1531 - +
  • [26] Utilizing recycled aggregate concrete in sustainable construction for a required compressive strength ratio
    Mi, Renjie
    Pan, Ganghua
    Liew, K. M.
    Kuang, Tong
    [J]. JOURNAL OF CLEANER PRODUCTION, 2020, 276 (276)
  • [27] Compressive strength improvement for recycled concrete aggregate
    Mohammed, Dhiyaa
    Tobeia, Sameh
    Mohammed, Faris
    Hasan, Sarah
    [J]. 3RD INTERNATIONAL CONFERENCE ON BUILDINGS, CONSTRUCTION AND ENVIRONMENTAL ENGINEERING, BCEE3-2017, 2018, 162
  • [28] Experimental Research on Compressive Strength of Pebble Concrete Influenced by Coarse Aggregate Size
    Li, Shushan
    Wang, Jingtao
    Xie, Wei
    Chen, Aijiu
    Jia, Mingxiao
    [J]. 3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 67 - 73
  • [29] Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete
    Meddah, Mohammed Seddik
    Zitouni, Salim
    Belaabes, Said
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (04) : 505 - 512
  • [30] Size Effect in Compressive Strength Tests of Cored Specimens of Lightweight Aggregate Concrete
    Domagala, Lucyna
    [J]. MATERIALS, 2020, 13 (05)
12345