Influence of Fly Ash Content and Desert Sand Replacement Ratio on the Static Elastic Modulus of Desert Sand High Strength Concrete

DOI

10.2991/icmea-16.2016.38How to use a DOI?

Keywords

High Strength Concrete, Fly Ash, Desert Sand, Static Elastic Modulus.

Abstract

In order to study the influence of fly ash content and desert sand replacement ratio on the static elastic deformation of desert sand high strength concrete, experiments on 28d static compression modulus of desert sand high strength concrete with different fly ash content and desert sand replacement ratio were carried out. The regulation on the influence of fly ash content and desert sand replacement ratio on 28d static compression modulus of desert sand high strength concrete was analyzed. Experimental results showed that with the increase of desert sand replacement ratio, 28d static elastic modulus of desert sand high strength concrete increased firstly, then declined. With the enhancement of fly ash content, 28d static elastic modulus of desert sand high strength concrete declined.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Ning LIU
AU  - Tong-Tong YANG
AU  - Hai-Feng LIU
AU  - Yong-Gang DU
PY  - 2016/12
DA  - 2016/12
TI  - Influence of Fly Ash Content and Desert Sand Replacement Ratio on the Static Elastic Modulus of Desert Sand High Strength Concrete
BT  - Proceedings of the 3rd International Conference on Material Engineering and Application (ICMEA 2016)
PB  - Atlantis Press
SP  - 234
EP  - 238
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmea-16.2016.38
DO  - 10.2991/icmea-16.2016.38
ID  - LIU2016/12
ER  -