Advancements in Concrete Mix Designs: High-Performance and Ultrahigh-Performance Concretes from 1970 to 2016

被引:78
作者
Sohail, Muazzam Ghous [1 ]
Wang, Ben [2 ]
Jain, Amit [3 ]
Kahraman, Ramazan [1 ]
Ozerkan, Nesibe Gozde [4 ]
Gencturk, Bora [3 ]
Dawood, Mina [2 ]
Belarbi, Abdeldjelil [2 ]
机构
[1] Qatar Univ, Dept Chem Engn, Coll Engn, POB 2713, Doha, Qatar
[2] Univ Houston, Dept Civil & Environm Engn, Houston, TX 77204 USA
[3] Univ Southern Calif, Sonny Astani Dept Civil & Environm Engn, Los Angeles, CA 90007 USA
[4] Qatar Univ, Ctr Adv Mat, POB 2713, Doha, Qatar
关键词
PORTLAND-CEMENT PASTES; REACTIVE POWDER CONCRETE; MECHANICAL-PROPERTIES; PACKING DENSITY; PORE STRUCTURE; PHYSICAL-PROPERTIES; STRENGTH; POROSITY; DURABILITY; OPTIMIZATION;
D O I
10.1061/(ASCE)MT.1943-5533.0002144
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reviews the methods adopted to produce high-performance concrete (HPC) and ultrahigh-performance concrete (UHPC). The chronological development of these concretes in terms of their constituents, mixture proportions, mixing protocols, and particle packing models from selected literature are presented. The paper highlights the earliest techniques that were used to obtain cementitious materials with high strength and durability, including pressure mixing and heat curing. The paper also covers the work done on HPC and UHPC since the late 1990s and summarizes the current state of the art. Numerous mixture proportions to attain target compressive strengths between 100 and 200 MPa are presented. Higher compressive strengths are achieved with denser mixtures (with practically achievable maximum particle packing densities, i.e.,interparticle pores are minimized). In other words, particle packing density is a major attribute in the achievement of low porosity, flowability, durability, and reduced defects in concrete. Therefore, models, theories, and trial methods to achieve a higher packing density in concrete are presented. (C) 2017 American Society of Civil Engineers.
引用
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页数:20
相关论文
共 153 条
[1]  
Aim B.R., 1967, POWDER TECHNOL, V1, P281
[2]  
Aitcin P.-C., 1995, CONSTR BUILD MATER, V9, P13, DOI DOI 10.1016/0950-0618(95)92855-B
[3]   Welded wire reinforcement versus random steel fibers in precast/prestressed ultra-high performance concrete I-girders [J].
Akhnoukh, Amin Kamal ;
Xie, Haiyan .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (11) :2200-2207
[4]   A THEORETICAL ARGUMENT FOR THE EXISTENCE OF HIGH-STRENGTH CEMENT PASTES [J].
ALFORD, NM .
CEMENT AND CONCRETE RESEARCH, 1981, 11 (04) :605-610
[5]   PHYSICAL-PROPERTIES OF HIGH-STRENGTH CEMENT PASTES [J].
ALFORD, NM ;
GROVES, GW ;
DOUBLE, DD .
CEMENT AND CONCRETE RESEARCH, 1982, 12 (03) :349-358
[6]  
Alkaysi M, 2015, Structures Congress 2015, P1435
[7]   Flexural performance of green engineered cementitious composites containing high volume of palm oil fuel ash [J].
Altwair, Nurdeen M. ;
Johari, M. A. Megat ;
Hashim, S. F. Saiyid .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 37 :518-525
[8]  
American Society for Testing Materials, 2012, ASTM C1754/C1754M-12: Standard Test Method for Density and Void Content of Hardened Pervious Concrete
[9]  
Ananth S., 2014, International Journal of Toxicology and Applied Pharmacology, V4, P1, DOI DOI 10.4172/2252-5211.1000149
[10]   The relationship between grain gradation and the clearance in products from loosening grains (with some experiments). [J].
Andreasen, AHM ;
Andersen, J .
KOLLOID-ZEITSCHRIFT, 1930, 50 (03) :217-228