Packing and film thickness theories for the mix design of high-performance concrete基于填充理论和膜厚度理论的高性能混凝土配合比设计

被引:0
作者
Pui-Lam Ng
Albert Kwok-Hung Kwan
Leo Gu Li
机构
[1] The University of Hong Kong,Department of Civil Engineering
[2] Vilnius Gediminas Technical University,Faculty of Civil Engineering
[3] Guangdong University of Technology,School of Civil and Transportation Engineering
来源
Journal of Zhejiang University-SCIENCE A | 2016年 / 17卷
关键词
Concrete mix design; Concrete science; Film thickness; High-performance concrete; Packing density; Sustainability; 混凝土配合比设计; 混凝土科学; 膜厚度; 高性能混凝土; 堆积密实度; 可持续性;
D O I
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中图分类号
学科分类号
摘要
A high-performance concrete (HPC) is required to have superior performance in various aspects such as workability, strength, durability, dimensional stability, segregation stability, and passing ability. The mix design of HPC is rather complicated because the number of ingredients in HPC is usually more than those in conventional concrete and some of the required properties are conflicting with each other in the sense that improvement in one property would at the same time cause impairment of another property. However, there is still lack of understanding regarding how the various mix parameters should be optimised for achieving best overall performance. Most practitioners are still conducting mix design primarily through trial concrete mixing, which is laborious, ineffective, and often unable to timely respond to fluctuations in the properties of raw materials. To address these issues, the authors have been developing the packing and film thickness theories of concrete materials, in order to revamp the mix design philosophy of HPC in terms of the water film thickness (WFT), paste film thickness (PFT), and mortar film thickness (MFT) in the concrete. Based on the findings from an extensive experimental programme, suitable ranges of WFT, PFT, and MFT have been recommended.
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页码:759 / 781
页数:22
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