The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert

Zenagebriel Gebremedhn; Jilong Li; Guofu Qiao

doi:doi:10.11648/j.ajce.20190701.16

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The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert

Zenagebriel Gebremedhn, Jilong Li, Guofu Qiao

Published in American Journal of Civil Engineering (Volume 7, Issue 1)

Received: 14 March 2019 Published: 28 April 2019

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Abstract

This paper presents the finite element analysis of the differential settlement prediction for the adjacent longitudinal precast box culvert and subject to different loading conditions including different loading area. These culverts were investigated based on the finite element method was used to analyze the numerical solution of the problems under the condition of assembled of the standard three dimensional adjacent box culvert with beneath soil, side soil and floor reaction under different loading conditions and loading areas. It is located on right side soil of box culvert concerning to settlement which is using brick element in ABAQUS software. The culvert, floor reaction and soil were modeled using standard parameters of three dimensional solid geometric and material linearity. Finally, the settlement foundation was predicted using the finite element modeling and analysis, the screw bolt constraint is equivalent to the binding contact (tie constraint) so that the screw bolt connection has a negative impact on the performance of the side wall of adjacent longitudinal box culvert specifically if there is a settlement occurred.

Published in	American Journal of Civil Engineering (Volume 7, Issue 1)
DOI	10.11648/j.ajce.20190701.16
Page(s)	35-40
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

Keywords

Differential Settlement Prediction, Finite Element Analysis, Finite Element Modeling, Precast Box Culvert

References

[1]	T. Alkhrdaji, and A. Nanni, "Design, Construction, and Field-Testing of an RC Box Culvert Bridge Reinforced with GFRP Bars" Non-Metallic Reinforcement for Concrete Structrues-FRPRCS-5, pp. 1055-1064 2001.
[2]	M. O'Rourke and G. Ayala, "Pipeline Damage Due to Wave Propagation," Journal of Geotechnical Engineering, vol. 119, pp. 1490-1498, 1993.
[3]	A. T. Z. G. A. W. a. H. You, "Seismic Isolation Simulation of Pipeline in Utility Tunnel," ICPTT 2012, 2012.
[4]	A. Shatnawi, G. Almasabha, and B. Tarawneh, "Structural Behavior of Concrete Box Culverts under Deep Burial," Journal of Pipeline Systems Engineering and Practice, vol. 8, p. 04017025, 2017.
[5]	J. Y. a. H. Wang, "Seismic Response Analysis of Shallow Utility Tunnel in Liquefiable Soils," ICPTT 2012, 2012.
[6]	K. Garg Anil, Abolmaali, A., & Fernandez, R., "Experimental Investigation of Shear Capacity of Precast Reinforced Concrete Box Culverts," Journal of Bridge Engineering, vol. 12, pp. 511-517, 2007.
[7]	G. B.-x. XU Ting, "Finite Element Analysis and Drawing of Internal Force on Box Culvert," Journal of disaster prevention and reduction 2018.
[8]	M. V. R. R. T. Tejaswini, "Analysis of RCC beams using abaqus," Internationa journal of innovtion in engineering and technology, vol. 5, pp. 248-255, 2015.
[9]	A. J. Wang Shuhong, Jie Rula, Wang Pengyu, Liu Weihua, "Simulation of Force Performance of Precast Rectangular Box Culvert and Its Potential Failure Mode," Journal of Northeastern University (Natural Science), pp. 260-265, 2018.
[10]	G. Rui, "Research on Key Technology of Super-long Box Culvert Jacking in Expressway Shallow Covering Soil," Chang'an University, 2014.
[11]	W. Chaoyang, "Practice of the method of grouting to treat uneven settlement of culvert foundation," Shanxi Science and Technology, vol. 26, pp. 94-95, 2011.
[12]	L. Feng, "Analysis of differential settlement of bridges and culverts on highways and special construction techniques," changsha University of Science and Technology, 2005.
[13]	Y. Liang, "Study on Differential Settlement of Widening of Culverts in Large Span of Expressway," Sichuan Building Materials, vol. 44, pp. 165-166., 2018.
[14]	C. o. China, "Code for design concrete structures-GB50010," Publishing House of building Industry in China, Beijing (in Chineses), 2010.
[15]	A. Abolmaali, & Garg, A., "Shear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts," Journal of Bridge Engineering, vol. 13, pp. 331-338, 2008.
[16]	R. I. Pawtucket, "Abaqus/CAE Users Guide," 2014.
[17]	X. L. G. C. X. W. a. Y. Liu, "Settlement Prediction and FEM Analysis of Culvert Section under High-Filled Embankment," International Pipelines Conference 2008, 2008.
[18]	K. Garg Anil, & Abolmaali, A, "Finite-Element Modeling and Analysis of Reinforced Concrete Box Culverts," Journal of Transportation Engineering, vol. 3, pp. 121-128, 2009.
[19]	S. Jie, "Large-section pipe shed Numerical simulation of box culvert structure with box culvert jacking," Henan Science, vol. 03, pp. 457-460, 2007.
[20]	W. Z.-q. JU Jun-ai, "Finite Element Analysis and Internal Force Calculation of Reinforced Concrete Box Culvert Structure," Building Technique Development, vol. 35, pp. 6-8, 2008.

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APA Style

Zenagebriel Gebremedhn, Jilong Li, Guofu Qiao. (2019). The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert. American Journal of Civil Engineering, 7(1), 35-40. https://doi.org/10.11648/j.ajce.20190701.16

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ACS Style

Zenagebriel Gebremedhn; Jilong Li; Guofu Qiao. The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert. Am. J. Civ. Eng. 2019, 7(1), 35-40. doi: 10.11648/j.ajce.20190701.16

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AMA Style

Zenagebriel Gebremedhn, Jilong Li, Guofu Qiao. The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert. Am J Civ Eng. 2019;7(1):35-40. doi: 10.11648/j.ajce.20190701.16

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@article{10.11648/j.ajce.20190701.16,
  author = {Zenagebriel Gebremedhn and Jilong Li and Guofu Qiao},
  title = {The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert},
  journal = {American Journal of Civil Engineering},
  volume = {7},
  number = {1},
  pages = {35-40},
  doi = {10.11648/j.ajce.20190701.16},
  url = {https://doi.org/10.11648/j.ajce.20190701.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190701.16},
  abstract = {This paper presents the finite element analysis of the differential settlement prediction for the adjacent longitudinal precast box culvert and subject to different loading conditions including different loading area. These culverts were investigated based on the finite element method was used to analyze the numerical solution of the problems under the condition of assembled of the standard three dimensional adjacent box culvert with beneath soil, side soil and floor reaction under different loading conditions and loading areas. It is located on right side soil of box culvert concerning to settlement which is using brick element in ABAQUS software. The culvert, floor reaction and soil were modeled using standard parameters of three dimensional solid geometric and material linearity. Finally, the settlement foundation was predicted using the finite element modeling and analysis, the screw bolt constraint is equivalent to the binding contact (tie constraint) so that the screw bolt connection has a negative impact on the performance of the side wall of adjacent longitudinal box culvert specifically if there is a settlement occurred.},
 year = {2019}
}

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TY  - JOUR
T1  - The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert
AU  - Zenagebriel Gebremedhn
AU  - Jilong Li
AU  - Guofu Qiao
Y1  - 2019/04/28
PY  - 2019
N1  - https://doi.org/10.11648/j.ajce.20190701.16
DO  - 10.11648/j.ajce.20190701.16
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 35
EP  - 40
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20190701.16
AB  - This paper presents the finite element analysis of the differential settlement prediction for the adjacent longitudinal precast box culvert and subject to different loading conditions including different loading area. These culverts were investigated based on the finite element method was used to analyze the numerical solution of the problems under the condition of assembled of the standard three dimensional adjacent box culvert with beneath soil, side soil and floor reaction under different loading conditions and loading areas. It is located on right side soil of box culvert concerning to settlement which is using brick element in ABAQUS software. The culvert, floor reaction and soil were modeled using standard parameters of three dimensional solid geometric and material linearity. Finally, the settlement foundation was predicted using the finite element modeling and analysis, the screw bolt constraint is equivalent to the binding contact (tie constraint) so that the screw bolt connection has a negative impact on the performance of the side wall of adjacent longitudinal box culvert specifically if there is a settlement occurred.
VL  - 7
IS  - 1
ER  -

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Author Information

Zenagebriel Gebremedhn

School of Civil Engineering, Harbin Institute of Technology, Harbin, China
Jilong Li

School of Civil Engineering, Harbin Institute of Technology, Harbin, China
Guofu Qiao

School of Civil Engineering, Harbin Institute of Technology, Harbin, China

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Plain Text BibTeX RIS

APA Style

Zenagebriel Gebremedhn, Jilong Li, Guofu Qiao. (2019). The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert. American Journal of Civil Engineering, 7(1), 35-40. https://doi.org/10.11648/j.ajce.20190701.16

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ACS Style

Zenagebriel Gebremedhn; Jilong Li; Guofu Qiao. The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert. Am. J. Civ. Eng. 2019, 7(1), 35-40. doi: 10.11648/j.ajce.20190701.16

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AMA Style

Zenagebriel Gebremedhn, Jilong Li, Guofu Qiao. The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert. Am J Civ Eng. 2019;7(1):35-40. doi: 10.11648/j.ajce.20190701.16

Copy | Download

@article{10.11648/j.ajce.20190701.16,
  author = {Zenagebriel Gebremedhn and Jilong Li and Guofu Qiao},
  title = {The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert},
  journal = {American Journal of Civil Engineering},
  volume = {7},
  number = {1},
  pages = {35-40},
  doi = {10.11648/j.ajce.20190701.16},
  url = {https://doi.org/10.11648/j.ajce.20190701.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190701.16},
  abstract = {This paper presents the finite element analysis of the differential settlement prediction for the adjacent longitudinal precast box culvert and subject to different loading conditions including different loading area. These culverts were investigated based on the finite element method was used to analyze the numerical solution of the problems under the condition of assembled of the standard three dimensional adjacent box culvert with beneath soil, side soil and floor reaction under different loading conditions and loading areas. It is located on right side soil of box culvert concerning to settlement which is using brick element in ABAQUS software. The culvert, floor reaction and soil were modeled using standard parameters of three dimensional solid geometric and material linearity. Finally, the settlement foundation was predicted using the finite element modeling and analysis, the screw bolt constraint is equivalent to the binding contact (tie constraint) so that the screw bolt connection has a negative impact on the performance of the side wall of adjacent longitudinal box culvert specifically if there is a settlement occurred.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - The Finite Element Analysis of the Differential Settlement Prediction for the Adjacent Longitudinal Precast Box Culvert
AU  - Zenagebriel Gebremedhn
AU  - Jilong Li
AU  - Guofu Qiao
Y1  - 2019/04/28
PY  - 2019
N1  - https://doi.org/10.11648/j.ajce.20190701.16
DO  - 10.11648/j.ajce.20190701.16
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 35
EP  - 40
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20190701.16
AB  - This paper presents the finite element analysis of the differential settlement prediction for the adjacent longitudinal precast box culvert and subject to different loading conditions including different loading area. These culverts were investigated based on the finite element method was used to analyze the numerical solution of the problems under the condition of assembled of the standard three dimensional adjacent box culvert with beneath soil, side soil and floor reaction under different loading conditions and loading areas. It is located on right side soil of box culvert concerning to settlement which is using brick element in ABAQUS software. The culvert, floor reaction and soil were modeled using standard parameters of three dimensional solid geometric and material linearity. Finally, the settlement foundation was predicted using the finite element modeling and analysis, the screw bolt constraint is equivalent to the binding contact (tie constraint) so that the screw bolt connection has a negative impact on the performance of the side wall of adjacent longitudinal box culvert specifically if there is a settlement occurred.
VL  - 7
IS  - 1
ER  -

Copy | Download