Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines. Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.
Published in | Journal of Civil, Construction and Environmental Engineering (Volume 4, Issue 6) |
DOI | 10.11648/j.jccee.20190406.11 |
Page(s) | 94-99 |
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), 2019. Published by Science Publishing Group |
Shield Tunneling Construction, Municipal Pipelines, Dynamic Analysis, ABAQUS Software
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APA Style
Ren Yanrong, Chen Peipei. (2019). The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software. Journal of Civil, Construction and Environmental Engineering, 4(6), 94-99. https://doi.org/10.11648/j.jccee.20190406.11
ACS Style
Ren Yanrong; Chen Peipei. The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software. J. Civ. Constr. Environ. Eng. 2019, 4(6), 94-99. doi: 10.11648/j.jccee.20190406.11
AMA Style
Ren Yanrong, Chen Peipei. The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software. J Civ Constr Environ Eng. 2019;4(6):94-99. doi: 10.11648/j.jccee.20190406.11
@article{10.11648/j.jccee.20190406.11, author = {Ren Yanrong and Chen Peipei}, title = {The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software}, journal = {Journal of Civil, Construction and Environmental Engineering}, volume = {4}, number = {6}, pages = {94-99}, doi = {10.11648/j.jccee.20190406.11}, url = {https://doi.org/10.11648/j.jccee.20190406.11}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20190406.11}, abstract = {Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines. Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.}, year = {2019} }
TY - JOUR T1 - The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software AU - Ren Yanrong AU - Chen Peipei Y1 - 2019/12/16 PY - 2019 N1 - https://doi.org/10.11648/j.jccee.20190406.11 DO - 10.11648/j.jccee.20190406.11 T2 - Journal of Civil, Construction and Environmental Engineering JF - Journal of Civil, Construction and Environmental Engineering JO - Journal of Civil, Construction and Environmental Engineering SP - 94 EP - 99 PB - Science Publishing Group SN - 2637-3890 UR - https://doi.org/10.11648/j.jccee.20190406.11 AB - Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines. Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future. VL - 4 IS - 6 ER -