Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering

Experimental Study on Influence of Slurry Concentration on Gel Time of Double Liquid Grouting Material

Authors
Yanfang Li, Hongliang Huang, Sulan Li
Corresponding Author
Yanfang Li
Available Online April 2015.
DOI
10.2991/mebe-15.2015.19How to use a DOI?
Keywords
Concentration; Double liquid; Grouting material; Gel time; Experimental research
Abstract

The selection of cement slurry with different consistency and different concentrations of Sodium silicate, design and test research on the mixture ratio of cement-Sodium silicate grouting material, 4 W/C and 4 0Bé co design 16 groups of proportion, through the collation and analysis of experimental data, obtained the relationship of mud-water slurry concentration influencing on cement-Sodium silicate double liquid grouting material’s gel time.

Copyright
© 2015, 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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Volume Title
Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering
Series
Advances in Engineering Research
Publication Date
April 2015
ISBN
10.2991/mebe-15.2015.19
ISSN
2352-5401
DOI
10.2991/mebe-15.2015.19How to use a DOI?
Copyright
© 2015, 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/).

Cite this article

TY  - CONF
AU  - Yanfang Li
AU  - Hongliang Huang
AU  - Sulan Li
PY  - 2015/04
DA  - 2015/04
TI  - Experimental Study on Influence of Slurry Concentration on Gel Time of Double Liquid Grouting Material
BT  - Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering
PB  - Atlantis Press
SP  - 77
EP  - 80
SN  - 2352-5401
UR  - https://doi.org/10.2991/mebe-15.2015.19
DO  - 10.2991/mebe-15.2015.19
ID  - Li2015/04
ER  -