HUSCAP logo Hokkaido Univ. logo

Hokkaido University Collection of Scholarly and Academic Papers >
Graduate School of Engineering / Faculty of Engineering >
Peer-reviewed Journal Articles, etc >

Application of X-Ray CT to Study Diffusivity in Cracked Concrete Through the Observation of Tracer Transport

Files in This Item:
Application of X-Ray CT to Study Diffusivity in Cracked Concrete Through the Observation of Tracer Transport.pdf3.55 MBPDFView/Open
Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/54934

Title: Application of X-Ray CT to Study Diffusivity in Cracked Concrete Through the Observation of Tracer Transport
Authors: Darma, Ivan Sandi Browse this author
Sugiyama, Takafumi Browse this author →KAKEN DB
Promentilla, Michael Angelo B. Browse this author
Issue Date: Oct-2013
Publisher: Japan concrete inst
Journal Title: Journal of advanced concrete technology
Volume: 11
Issue: 10
Start Page: 266
End Page: 281
Publisher DOI: 10.3151/jact.11.266
Abstract: This paper demonstrates the application of microfocus X-ray computed tomography (CT) to study solute transport in cracked concrete. Cracks in a cylindrical specimen of ordinary Portland cement (OPC) and fly ash mortar were induced using a splitting tensile test. Cesium Carbonate (Cs2CO3) was then used as a tracer in the in-situ diffusion test with the aid of X-ray CT. Image analysis was also employed to measure the 3D crack geometry and tracer diffusivity from these CT images. The geometric tortuosity of the crack was approximately 1.25 irrespective of the crack opening width and whether fly ash was added or not. On the other hand, the constrictivity increased for the fly ash mortar having roughly the equivalent crack opening width. The measured diffusivity in the crack was controlled by both crack opening width and constrictivity. Results obtained from microtomographic images suggest that the entire crack space may not always be filled with the tracer. The diffusive transport of solute in cracks thus can be restricted from microstructure's point of view. Smaller crack opening would increase such restricted diffusion. Indications also suggest that the addition of fly ash would lead to the reduction of diffusivity through uncracked body of the mortar.
Type: article
URI: http://hdl.handle.net/2115/54934
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 杉山 隆文

Export metadata:

OAI-PMH ( junii2 , jpcoar_1.0 )

MathJax is now OFF:


 

 - Hokkaido University