Effect of high temperature on the performance of self-compacting mortars produced with calcined kaolin and metakaolin

被引:47
|
作者
Arslan, Furkan [1 ]
Benli, Ahmet [2 ]
Karatas, Mehmet [1 ]
机构
[1] Firat Univ, Dept Civil Engn, TR-23100 Elazig, Turkey
[2] Bingol Univ, Dept Civil Engn, TR-12000 Bingol, Turkey
关键词
Self-Compacting Mortars; Elevated Temperature; Calcined Kaolin; Metakaolin; Mechanical Properties; Transport Properties; GROUND PUMICE POWDER; FLY-ASH; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; SILICA FUME; PORE STRUCTURE; CONCRETE; STRENGTH; AGGREGATE; MICROSTRUCTURE;
D O I
10.1016/j.conbuildmat.2020.119497
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effects of high temperature up to 900 degrees C on the mechanical characteristics of self-compacting mortars (SCMs) containing different proportions of calcined kaolin (CK) and metakaolin (MK) were investigated in this study. The percentages of CK and MK that replace cement in this work were 0%, 5%, 10%, 15% and 20% by weight. The mechanical performance was assessed from compressive strength and flexural strength on the specimens of 40x40x160 mm size exposed 3, 28 and 90 day- water curing at ambient temperature and on the 28 day-specimens at high temperature while the durability of 28 day-SCMs samples was assessed from porosity, water absorption, sorptivity and density tests on water cured specimens of 50x50x50 mm size. The fresh properties of mortars were researched by slump and V-funnel tests. The rheological properties of fresh mortars were investigated by conducting the viscosity test. The outcomes of the study reveal that workability of mixtures was decreased with increasing proportion of MK replacement. The results also revealed that at 28 and 90 days of curing ages, the specimens of SCMs with MK15 gained the highest strength of 65.40 MPa and 79.01 MPa for about 10.13% and 15.46% more than the control specimens at the respective ages. Results illustrated that while the temperature rises, the compressive strength reduction of CK blended SCMs samples decreases with increasing replacement ratio of CK. A remarkable reduction in the total water absorption and porosity values of MK blended SCMs samples was observed. The highest density values at all SCMs mixes were observed for MK5 blended samples about 8.44% increase. 15% replacement level of MK gives the lowest sorptivity values. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] The effects of kaolin and calcined kaolin on the durability and mechanical properties of self-compacting mortars subjected to high temperatures
    Karatas, Mehmet
    Benli, Ahmet
    Arslan, Furkan
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 265
  • [2] Experimental Investigation of Self-compacting High Performance Concrete Containing Calcined Kaolin Clay and Nano Lime
    Kadhum, Akram Obeed
    Owaid, Haider M.
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 (09): : 1798 - 1808
  • [3] Rheological properties and mechanical strength of self-compacting mortars produced with marble powder and calcined clay
    Laidi, Messaouda
    Bouziani, Tayeb
    CEMENT WAPNO BETON, 2023, 28 (03): : 169 - 185
  • [4] Performance of self-compacting mortars with granite sludge as aggregate
    Lozano-Lunar, A.
    Dubchenko, I
    Bashynskyi, S.
    Rodero, A.
    Fernandez, J. M.
    Jimenez, J. R.
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 251
  • [5] Potential pozzolanicity of Algerian calcined bentonite used as cement replacement: optimisation of calcination temperature and effect on strength of self-compacting mortars
    Laidani, Zine El-Abidine
    Benabed, Benchaa
    Abousnina, Rajab
    Gueddouda, M. Kamal
    Khatib, M. Jamal
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (04) : 1379 - 1401
  • [6] Durability of metakaolin Self-Compacting Concrete
    Badogiannis, Efstratios G.
    Sfikas, Ioannis P.
    Voukia, Dimitra V.
    Trezos, Konstantinos G.
    Tsivilis, Sotirios G.
    CONSTRUCTION AND BUILDING MATERIALS, 2015, 82 : 133 - 141
  • [7] Properties of self-compacting mortars with binary and ternary cementitious blends of fly ash and metakaolin
    Erhan Güneyisi
    Mehmet Gesoğlu
    Materials and Structures, 2008, 41 : 1519 - 1531
  • [8] Properties of self-compacting mortars with binary and ternary cementitious blends of fly ash and metakaolin
    Guneyisi, Erhan
    Gesoglu, Mehmet
    MATERIALS AND STRUCTURES, 2008, 41 (09) : 1519 - 1531
  • [9] Performance evaluation of high-performance self-compacting concrete with waste glass aggregate and metakaolin
    Sobuz, Md. Habibur Rahman
    Meraz, Md Montaseer
    Abu Safayet, Md.
    Mim, Nusrat Jahan
    Mehedi, Md Tanjid
    Farsangi, Ehsan Noroozinejad
    Shrestha, Rajesh Kumar
    Arafin, Sk Abdul Kader
    Bibi, Tayyaba
    Hussain, Md Shakhaoat
    Bhattacharya, Badhon
    Aftab, Md Reduan
    Paul, Sujon Kumar
    Paul, Prince
    Meraz, Md Musfike
    JOURNAL OF BUILDING ENGINEERING, 2023, 67
  • [10] Effect of four-component binder on characteristics of self-compacting and fibre-reinforced self-compacting mortars
    Rao, Sarella Venkateswara
    Palou, Martin T.
    Novotny, Radoslav
    Zemlicka, Matus
    Cepcianska, Jana
    Czirak, Peter
    JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY, 2024, 149 (19) : 10559 - 10575