Issue |
E3S Web Conf.
Volume 136, 2019
2019 International Conference on Building Energy Conservation, Thermal Safety and Environmental Pollution Control (ICBTE 2019)
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Article Number | 04060 | |
Number of page(s) | 5 | |
Section | Urban Public Safety | |
DOI | https://doi.org/10.1051/e3sconf/201913604060 | |
Published online | 10 December 2019 |
Numerical Simulation Analysis of Rigid Permeable Plate Embedded in Abutment Back
1 College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, 266590, China
2 College of Civil Engineering, Shangqiu Institute of Technology, Shangqiu, 476000, China
* Corresponding Author: Li Dong; email: 919256862@qq.com
In order to solve the problem of bumping at bridge head of bridges in our country and reduce the void volume of bridge end transition slab, the method of embedding rigid permeable plates is proposed in this paper. Combined with different engineering situations and using geotechnical engineering stress and strain professional analysis software SIGMA/W to model, the performance and engineering applicability of rigid permeable plates are numerically simulated. The results show that the bearing capacity of rigid permeable plate meets the engineering load requirements and is in line with the engineering applicability; Embedding rigid permeable plate can effectively reduce the void volume of bridge end transition slab, especially when the compactness of abutment back is lower, the effect of rigid permeable plate on reducing the void volume of bridge end transition slab is more obvious. The proposed method of embedded rigid permeable plate provides valuable theoretical and scientific basis for solving the problem of bridge head jumping.
© The Authors, published by EDP Sciences, 2019
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