Effect of Admixtures on Mechanical Properties of Cementitious Mortar

被引:6
作者
Shaukat, Ahmed Jawad [1 ]
Feng, Hu [1 ]
Khitab, Anwar [2 ]
Jan, Ahmad [1 ]
机构
[1] Zhengzhou Univ, Sch Civil Engn, Zhengzhou 450001, Henan, Peoples R China
[2] Mirpur Univ Sci & Technol MUST, Dept Civil Engn, Mirpur 10250, AJK, Pakistan
来源
CIVIL ENGINEERING JOURNAL-TEHRAN | 2020年 / 6卷 / 11期
关键词
Cementitious Composites; Mortar; Styrene Butadiene Rubber; Silica Fumes; Fly Ash; Mechanical Properties; SEM; FLY-ASH; SILICA FUME; CONCRETE; STRENGTH; RATIO; DURABILITY;
D O I
10.28991/cej-2020-03091610
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the current study, the primary focus is to investigate the effect of Styrene Butadiene Rubber (SBR), silica fume and fly ash on compressive and flexure strengths of cementitious mortar. Three types of specimens are prepared; the first series comprises of control specimen; the second one consists of the mortar's specimen modified with SBR and the third one consists of the mortar's specimen modified with SBR in a combination of fly ash and silica fumes. Mortar samples are cast in the weight ratio of 1:2.75 (cement: sand). The SBR is added at a rate of 20% of the mass of cement. The water to cement ratio (W/C) is kept at 0.5 for control specimens and the quantity of mixing water in SBR-containing samples is reduced by the same amount as the SBR is added: The adjustment is meant to obtain same consistency for all the specimens. 20% fly ash and 2.5% silica fume are added to the mortar as replacement of cement. Compressive and flexure tests are carried out according to ASTM standards. Moreover, SEM is also performed on samples at the age of 28 days. Studies reveal that SBR and SCMs reduce the mechanical strength of the mortars. SEM and EDS studies show that SBR hinders the formation of albite, whereas silica content from silica fumes and fly ash converts CaCO3 to Wollastonite (a white loose powder), which is responsible for the reduction of mechanical strength. The study also confirms that the addition of SBR in place of water hinders the formation of primary and secondary hydration products.
引用
收藏
页码:2175 / 2187
页数:13
相关论文
共 36 条
  • [1] AlHadithi A., 2010, IRAQI J MECH MAT ENG, P46
  • [2] [Anonymous], 2018, ASTM C349-18, DOI DOI 10.1520/C0349-18
  • [3] [Anonymous], 2012, MAT CONSTRUCTION
  • [4] Asad M., 2013, LIFE SCI J, V10, P956
  • [5] ASTM, 2019, ASTM C348-19
  • [6] SBR latex modified mortar rheology and mechanical behaviour
    Barluenga, G
    Hernández-Olivares, F
    [J]. CEMENT AND CONCRETE RESEARCH, 2004, 34 (03) : 527 - 535
  • [7] Deng X, 2016, ELECTRON J GEOTECH E, V21, P1365
  • [8] Industrially interesting approaches to "low-CO2" cements
    Gartner, E
    [J]. CEMENT AND CONCRETE RESEARCH, 2004, 34 (09) : 1489 - 1498
  • [9] HARRISSON ArthurMichael., 2019, Lea's Chemistry of Cement and Concrete, P87, DOI DOI 10.1016/B978-0-08-100773-0.00004-6
  • [10] Effects of colloidal nanosilica on rheological and mechanical properties of fly ash-cement mortar
    Hou, Peng-kun
    Kawashima, Shiho
    Wang, Ke-jin
    Corr, David J.
    Qian, Jue-shi
    Shah, Surendra P.
    [J]. CEMENT & CONCRETE COMPOSITES, 2013, 35 (01) : 12 - 22