A comprehensive review on dry concrete: Application, raw material, preparation, mechanical, smart and durability performance

被引:22
作者
Shao, Ruizhe [1 ]
Wu, Chengqing [1 ]
Li, Jun [1 ]
机构
[1] Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW 2007, Australia
来源
JOURNAL OF BUILDING ENGINEERING | 2022年 / 55卷
基金
澳大利亚研究理事会;
关键词
Dry concrete; Roller-compacted concrete; Dry-cast concrete; Raw material; Preparation method; Mechanical behaviour; Smart and durability performance; ROLLER-COMPACTED-CONCRETE; CAST-CONCRETE; HIGH-VOLUME; CRUMB RUBBER; ABRASION RESISTANCE; ASPHALT PAVEMENT; COAL WASTE; STRUCTURAL PERFORMANCE; TRANSPORT-PROPERTIES; FRACTURE PROPERTIES;
D O I
10.1016/j.jobe.2022.104676
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Dry concrete, which can be understood literally, is defined as the fresh mixture of concrete having no flowability with a very small slump value. It is a hardened mixture mixed with essentially the same raw materials (cement, aggregate and supplementary cementitious material) but lower water content as compared to conventional concrete. Performance and properties of dry concrete are closely related to the raw materials dosage, preparation technique, curing regimes and curing. At present, the applications of dry concrete products have been expanded to many engineering areas which benefit from their prominent advantages such as fast hardening, high early strength, along with low material and production cost. This paper reviews two most representative dry concrete mixtures, namely roller-compacted concrete (RCC) and dry-cast concrete (DCC), in terms of raw material, preparation method, static/dynamic mechanical behaviour, smart and durability performance, and application. Among them, the static and dynamic mechanical properties, including static strength behaviour and elastic modulus, as well as dynamic responses under seismic and impact loads, are reviewed in detail. In addition, the freeze-thaw resistance, carbonation resistance, permeability, abrasion resistance, fatigue characteristic and volume change which involved in durability investigation of both RCC and DCC are successively elaborated and analysed. Finally, some suggestions and ideas on the further researches of dry concrete are also presented.
引用
收藏
页数:23
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