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 | 04070 | |
Number of page(s) | 3 | |
Section | Urban Public Safety | |
DOI | https://doi.org/10.1051/e3sconf/201913604070 | |
Published online | 10 December 2019 |
Study on the reliability of the carrying capacity of static pressure pipe piles in Shenyang
Department of civil engineering, Shenyang Urban Construction University, Shenyang, Liaoning, 110167, China
* Corresponding author’s e-mail: 463511327@qq.com
On the basis of the previous work, combined with the test piles collected from Shenyang area, this paper makes a detailed study of the current standard single safety factor design pile base method to the probability limit state design pile base method. The main work is statistical analysis, calculation of reliability index, analysis of the main factors affecting the reliability index of static pressure pipe pile and the analysis of its sub-coefficient coefficients, the reliability of its carrying capacity analysis has made a useful exploration.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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