English  |  正體中文  |  简体中文  |  Items with full text/Total items : 26988/38789
Visitors : 2319091      Online Users : 33
RC Version 4.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Adv. Search
LoginUploadHelpAboutAdminister

Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50412

Title: EFFECT OF SAND RATIO ON THE ELASTIC MODULUS OF SELF-COMPACTING CONCRETE
Authors: J.K. Su
C.C. Yang
S.W. Cho
R. Huang
Contributors: 國立臺灣海洋大學:河海工程學系
Keywords: SCC
Flowability
Elastic modulus
S/A
Date: 2002-10
Issue Date: 2018-10-08T02:59:06Z
Publisher: Journal of Marine Science and Technology
Abstract: Abstract: In order to study the effect of sand ratio (S/A ratio, fine aggregate
volume/total aggregate volume) on the elastic modulus of self-compacting
concrete (SCC), concretes with various S/A ratios were cast
and tested. Elastic moduli of SCC were compared with those of
normal concrete. Slump flow test, slump test, and box test were
carried out to evaluate concrete flowability. The flowability of SCC
increases with an increase in S/A ratio. However, the elastic modulus
of SCC is not significantly affected by S/A ratio when total aggregate
volume is kept constant.
Relation: 10(1) pp.8-13
URI: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50412
Appears in Collections:[河海工程學系] 期刊論文

Files in This Item:

File Description SizeFormat
index.html0KbHTML13View/Open


All items in NTOUR are protected by copyright, with all rights reserved.

 


著作權政策宣告: 本網站之內容為國立臺灣海洋大學所收錄之機構典藏,無償提供學術研究與公眾教育等公益性使用,請合理使用本網站之內容,以尊重著作權人之權益。
網站維護: 海大圖資處 圖書系統組
DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - Feedback