Investigation of mechanical and durability properties of sustainable high-strength concrete

被引:0
作者
Riaz, Mamoon [1 ]
Alam, Zeshan [1 ,2 ]
Zafar, Tayyab [1 ]
Javed, Usman [2 ]
Akhlaq, Hanzlah [3 ]
机构
[1] Int Islamic Univ, Dept Civil Engn, Islamabad, Pakistan
[2] Curtin Univ, Sch Civil & Mech Engn, Perth, Australia
[3] Univ Sargodha, Dept Civil Engn, Sargodha, Pakistan
关键词
durability/silica fume/sustainable high-strength concrete/UN SDG 9: Industry; innovation and infrastructure; SILICA-FUME; COMPRESSIVE STRENGTH; STEEL FIBERS; NANO-SILICA; RICE HUSK; FLY-ASH; CEMENT; PERFORMANCE; METAKAOLIN; HYDRATION;
D O I
10.1680/jfoen.22.00008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The surge in production of cement due to the rapid growth of the construction industry has an adverse effect on the environment globally caused by the huge amount of carbon dioxide emission. To produce an environment-friendly concrete, this study investigated the effective contribution of silica fume on the various mechanical and durability characteristics of high-strength concrete. In this regard, the incorporation of silica fume was carried out with progressive proportions of 0, 5, 10, 15, 20, 25 and 30% by weight of cement constituting various concrete mixes - namely, CM, SF05, SF10, SF15, SF20, SF25 and SF30, respectively. The mechanical and durability properties of concrete improved with the incorporation of silica fume up to 15% replacement. However, excessive replacement of silica fume has an adverse effect on the mechanical and durability properties of cement due to the dilution effect on cement. Similarly, in terms of mechanical characteristics, the proposed 15% substitution of silica fume resulted in the highest compressive and flexural strengths with respect to those of CM. The maximum reduction in strength loss with respect to that of the control mix was 41.17 and 28.04% for sulfuric and hydrochloric acids due to the formation of a densified microstructure.
引用
收藏
页码:3 / 15
页数:13
相关论文
共 45 条
[1]  
ACI Committee 234, 2006, ACI234R-06: Guide for the use of silica fume in concrete, P63
[2]  
Alam Z., 2019, Mechanics of structures and materials, P686
[3]   Influence of seismic orientation on the statistical distribution of nonlinear seismic response of the stiffness-eccentric structure [J].
Alam, Zeshan ;
Sun, Li ;
Zhang, Chunwei ;
Samali, Bijan .
STRUCTURES, 2022, 39 :387-404
[4]   Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure [J].
Alam, Zeshan ;
Zhang, Chunwei ;
Samali, Bijan .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2020, 29 (12)
[5]   Experimental and numerical investigation on the complex behaviour of the localised seismic response in a multi-storey plan-asymmetric structure [J].
Alam, Zeshan ;
Sun, Li ;
Zhang, Chunwei ;
Su, Zhongxin ;
Samali, Bijan .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2021, 17 (01) :86-102
[6]  
[Anonymous], 2016, ASTM C33/C33M-16
[7]  
[Anonymous], 2006, Concrete: Microstructure, Properties, and Materials
[8]  
[Anonymous], 2016, C192C192M16 ASTM INT
[9]  
[Anonymous], 2015, C143C143M15 ASTM INT
[10]  
[Anonymous], 2016, STANDARD TEST METHOD, P1, DOI DOI 10.1520/C1240-14.2