Proceedings of the 2016 International Conference on Civil, Transportation and Environment

Study on highway bridge vehicle load standard value*

Authors
Yan Dai
Corresponding Author
Yan Dai
Available Online January 2016.
DOI
10.2991/iccte-16.2016.36How to use a DOI?
Keywords
vehicular loading design reference period standard value
Abstract

According to the data of 107 National Highway Luogang section of Guangdong vehicle load survey, By using theory of probability and statistics, the parameters such as gross vehicle weight, axle load, wheelbase, vehicle spacing and so on, are statistically analysed in this paper so as to confirm the probability distribution function of the category vehicle load and the representative values of related parameters, By using the extreme value distribution theory, We obtain 100 years design reference period of different vehicle load weight and axle load standard value, The standard value can provide basis calculation of abutment, retaining wall pressure and bridge local loading.

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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Volume Title
Proceedings of the 2016 International Conference on Civil, Transportation and Environment
Series
Advances in Engineering Research
Publication Date
January 2016
ISBN
978-94-6252-185-8
ISSN
2352-5401
DOI
10.2991/iccte-16.2016.36How to use a DOI?
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/).

Cite this article

TY  - CONF
AU  - Yan Dai
PY  - 2016/01
DA  - 2016/01
TI  - Study on highway bridge vehicle load standard value*
BT  - Proceedings of the 2016 International Conference on Civil, Transportation and Environment
PB  - Atlantis Press
SP  - 216
EP  - 223
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccte-16.2016.36
DO  - 10.2991/iccte-16.2016.36
ID  - Dai2016/01
ER  -