Porosity Characterization in Interfacial Transition Zone Using Dual CT Scans

被引:13
作者
Cui, D. [1 ]
Sun, W. [1 ]
Wan, K. [1 ]
Banthia, N. [2 ]
机构
[1] Southeast Univ, Dept Mat Sci, A407,Mat Bldg,Jiulonghu Campus, Nanjing 211189, Jiangsu, Peoples R China
[2] Univ British Columbia, Dept Civil Engn, CEME 1012,6250,Appl Sci Ln, Vancouver, BC V6T 1Z4, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
concrete; interface; porosity; computer tomography; RAY COMPUTED-TOMOGRAPHY; CEMENT PASTE; PORE STRUCTURE; POROUS-MEDIA; CONCRETE; AGGREGATE; MICROTOMOGRAPHY; DAMAGE; ITZ;
D O I
10.1520/JTE20150055
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The interfacial transition zone tends to be the weakest link in cement-based materials. This zone is widely believed to be less dense compared with the bulk hydrated cement matrix and is often the location where the failure first initiates. Because of its increased porosity, the interface also acts as a preferential path for transport of deleterious fluids. Understanding the microstructure of the interface, therefore, is of high importance. In this paper, a new technique is developed to calculate the width, as well as the average porosity, of the interface. The method relies on computer tomography (CT). Compared with the traditional porosity-measurement methods, the proposed dual-scan method is non-destructive, and, to a great extent, preserves the initial microstructure of the interface, thereby providing an undisturbed characterization. This article further attests that the dual-scan method can mitigate the deficiency of traditional CT scan in terms of its limited resolution.
引用
收藏
页码:408 / 418
页数:11
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