The characteristics of impact loads caused by punching pile construction of highway bridge pile foundation and the propagation law of vibration wave in the soil were researched. Combined with site monitoring vibration signal which is generated by the bridge pile foundation construction of Zhang Shi Expressway across the Shaanxi Beijing pipeline, signal waveforms of the punching pile construction and blasting construction were analyzed contrastively. It expounded the characteristics of impact loads, and deduced the mathematical expressions of impact loads. On the basis of the analysis model, through the numerical simulation, the propagation law of vibration wave in the soil caused by the impacting point source excitation was revealed. Thus, it indicates that because of the buried pipeline, the local gradient of vibration wave velocity field increased in the area between the vibration source and the pipeline, but decreased in the far direction.
| Published in | American Journal of Civil Engineering (Volume 4, Issue 4) |
| DOI | 10.11648/j.ajce.20160404.19 |
| Page(s) | 191-197 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2016. Published by Science Publishing Group |
Punching Pile Construction, Impact Loads, Vibration Wave, Propagation Law
| [1] | Zhao Xinwei, Zeng Xiangguo, Yao Anlin. et al., China Petroleum Machinery, vol. 42, 2014, pp. 104-109. |
| [2] | Peng Xingyu, Liang Guangchuan, Zhang Peng. et al., Natural Gas Industry, vol. 32, 2012, pp. 81-84. |
| [3] | Xiong Jian, Deng Qing-lu, Zhang Hong-liang et al., Safety and Environmental Engineering, vol. 20, 2013, pp. 108-114. |
| [4] | Xu Taolong, Zeng Xiang guo, Yao Anlin et al., Reliability Analysis of Buried Gas Pipeline Under Ramming Impact Loading Journal of Sichuan University (Engineering Science Edition), vol. 44, Supp. 2, 2012, pp. 96-100. |
| [5] | Yang Zhenkun, Du Chengwei, Building Structure, Vol. (40), 2010, pp. 328-330. |
| [6] | Li Xinliang, Li Suzhen, Shen Yong-gang, Journal of Zhejiang University (Engineering Science Edition), vol. 48, 2014, pp. 1976-1982. |
| [7] | Liu Xue tong, Zheng Shuang ying, Guo Dong dong et al., Pipeline Technique and Equipment, vol. 42, 2015, pp. 48-54. |
| [8] | Liu Jianmin, Chen Wentao, Engineering Blasting, vol. 14, 2008, pp. 20-24. |
| [9] | Fan Xisheng, Lu lai, Li Li, Journal of Vibration and Shock, vol. 15, 1996, pp. 22-26. |
| [10] | G. M. L. Gladwell, translated by Fan Tianyou. In the classical theory of elasticity contact problems [M]. Beijing: Beijing Institute of Technology press, 1991. |
APA Style
She Yanhua. (2016). Characteristics Analysis of Load Caused by Punching Pile Construction of Highway Bridge Pile Foundation. American Journal of Civil Engineering, 4(4), 191-197. https://doi.org/10.11648/j.ajce.20160404.19
ACS Style
She Yanhua. Characteristics Analysis of Load Caused by Punching Pile Construction of Highway Bridge Pile Foundation. Am. J. Civ. Eng. 2016, 4(4), 191-197. doi: 10.11648/j.ajce.20160404.19
AMA Style
She Yanhua. Characteristics Analysis of Load Caused by Punching Pile Construction of Highway Bridge Pile Foundation. Am J Civ Eng. 2016;4(4):191-197. doi: 10.11648/j.ajce.20160404.19
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Download@article{10.11648/j.ajce.20160404.19,
author = {She Yanhua},
title = {Characteristics Analysis of Load Caused by Punching Pile Construction of Highway Bridge Pile Foundation},
journal = {American Journal of Civil Engineering},
volume = {4},
number = {4},
pages = {191-197},
doi = {10.11648/j.ajce.20160404.19},
url = {https://doi.org/10.11648/j.ajce.20160404.19},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20160404.19},
abstract = {The characteristics of impact loads caused by punching pile construction of highway bridge pile foundation and the propagation law of vibration wave in the soil were researched. Combined with site monitoring vibration signal which is generated by the bridge pile foundation construction of Zhang Shi Expressway across the Shaanxi Beijing pipeline, signal waveforms of the punching pile construction and blasting construction were analyzed contrastively. It expounded the characteristics of impact loads, and deduced the mathematical expressions of impact loads. On the basis of the analysis model, through the numerical simulation, the propagation law of vibration wave in the soil caused by the impacting point source excitation was revealed. Thus, it indicates that because of the buried pipeline, the local gradient of vibration wave velocity field increased in the area between the vibration source and the pipeline, but decreased in the far direction.},
year = {2016}
}
TY - JOUR T1 - Characteristics Analysis of Load Caused by Punching Pile Construction of Highway Bridge Pile Foundation AU - She Yanhua Y1 - 2016/07/11 PY - 2016 N1 - https://doi.org/10.11648/j.ajce.20160404.19 DO - 10.11648/j.ajce.20160404.19 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 191 EP - 197 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20160404.19 AB - The characteristics of impact loads caused by punching pile construction of highway bridge pile foundation and the propagation law of vibration wave in the soil were researched. Combined with site monitoring vibration signal which is generated by the bridge pile foundation construction of Zhang Shi Expressway across the Shaanxi Beijing pipeline, signal waveforms of the punching pile construction and blasting construction were analyzed contrastively. It expounded the characteristics of impact loads, and deduced the mathematical expressions of impact loads. On the basis of the analysis model, through the numerical simulation, the propagation law of vibration wave in the soil caused by the impacting point source excitation was revealed. Thus, it indicates that because of the buried pipeline, the local gradient of vibration wave velocity field increased in the area between the vibration source and the pipeline, but decreased in the far direction. VL - 4 IS - 4 ER -
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