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Proceedings of the 2016 2nd International Conference on Architectural, Civil and Hydraulics Engineering (ICACHE 2016)

Experimental Study on the Effect of Short Basalt Fiber on Properties of Lightweight Aggregate Concrete

Authors
Liguang Xiao, Jiheng Li, Qingshun Liu
Corresponding Author
Liguang Xiao
Available Online November 2016.
DOI
https://doi.org/10.2991/icache-16.2016.36How to use a DOI?
Keywords
Volcanic cinder lightweight aggregate concrete; fiber reinforced concrete; basalt-fiber; frost resistance; toughness
Abstract
In this paper, the experimental study on the modification of lightweight aggregate concrete with different content of basalt fiber is carried out, and the results show that the: With the increase of amount of basalt fiber, lightweight aggregate concrete slump decreases; compressive strength increases gradually, when reaching a maximum and then decreased; the flexural strength is improved obviously, improves the ratio of flexural toughness is greatly improved. SEM photo shows that the interface of basalt fiber and cement paste is good, the porosity of concrete is decreased, and the frost resistance of concrete is significantly improved.
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Proceedings
2016 2nd International Conference on Architectural, Civil and Hydraulics Engineering (ICACHE 2016)
Part of series
Advances in Engineering Research
Publication Date
November 2016
ISBN
978-94-6252-255-8
ISSN
2352-5401
DOI
https://doi.org/10.2991/icache-16.2016.36How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Liguang Xiao
AU  - Jiheng Li
AU  - Qingshun Liu
PY  - 2016/11
DA  - 2016/11
TI  - Experimental Study on the Effect of Short Basalt Fiber on Properties of Lightweight Aggregate Concrete
BT  - 2016 2nd International Conference on Architectural, Civil and Hydraulics Engineering (ICACHE 2016)
PB  - Atlantis Press
SP  - 183
EP  - 187
SN  - 2352-5401
UR  - https://doi.org/10.2991/icache-16.2016.36
DO  - https://doi.org/10.2991/icache-16.2016.36
ID  - Xiao2016/11
ER  -