Proceedings of the 2012 International Conference on Automobile and Traffic Science, Materials and Metallurgy Engineering

Applied Research on Optimum Dosage of Flexible Waterproof Material for Bridge Deck

Authors
Fenglan Bian, Younian Dou, Haiquan Cai
Corresponding Author
Fenglan Bian
Available Online November 2012.
DOI
10.2991/mmat.2013.9How to use a DOI?
Keywords
Flexible waterproof material, Optimum dosage, Bond strength, Shear strength
Abstract

The dosage of bridge deck waterproof material can influence not only the road performance but also the construction cost of waterproof layer. The bond strength, shear strength and pull strength of different bridge deck waterproof material dosage are tested to determine the optimum amount. The method of dosage control during construction is proposed. And the test road is paved according to the research result. The test results of test road can meet the requirements.

Copyright
© 2013, 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 2012 International Conference on Automobile and Traffic Science, Materials and Metallurgy Engineering
Series
Advances in Intelligent Systems Research
Publication Date
November 2012
ISBN
978-90-78677-62-8
ISSN
1951-6851
DOI
10.2991/mmat.2013.9How to use a DOI?
Copyright
© 2013, 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  - Fenglan Bian
AU  - Younian Dou
AU  - Haiquan Cai
PY  - 2012/11
DA  - 2012/11
TI  - Applied Research on Optimum Dosage of Flexible Waterproof Material for Bridge Deck
BT  - Proceedings of the 2012 International Conference on Automobile and Traffic Science, Materials and Metallurgy Engineering
PB  - Atlantis Press
SP  - 44
EP  - 48
SN  - 1951-6851
UR  - https://doi.org/10.2991/mmat.2013.9
DO  - 10.2991/mmat.2013.9
ID  - Bian2012/11
ER  -