Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method

Wubin Wang; Hao Bai; Yali Cui

doi:doi:10.11648/j.sd.20180606.36

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Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method

Wubin Wang, Hao Bai, Yali Cui

Published in Science Discovery (Volume 6, Issue 6)

Received: 11 December 2018 Published: 12 December 2018

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Abstract

New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.

Published in	Science Discovery (Volume 6, Issue 6)
DOI	10.11648/j.sd.20180606.36
Page(s)	542-550
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), 2018. Published by Science Publishing Group

Keywords

Chair-Shaped Sheet-Pile Retaining Wall, Working Mechanism, Elastic Foundation Beam Method, Application Condition

References

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APA Style

Wubin Wang, Hao Bai, Yali Cui. (2018). Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Science Discovery, 6(6), 542-550. https://doi.org/10.11648/j.sd.20180606.36

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ACS Style

Wubin Wang; Hao Bai; Yali Cui. Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Sci. Discov. 2018, 6(6), 542-550. doi: 10.11648/j.sd.20180606.36

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AMA Style

Wubin Wang, Hao Bai, Yali Cui. Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Sci Discov. 2018;6(6):542-550. doi: 10.11648/j.sd.20180606.36

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@article{10.11648/j.sd.20180606.36,
  author = {Wubin Wang and Hao Bai and Yali Cui},
  title = {Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method},
  journal = {Science Discovery},
  volume = {6},
  number = {6},
  pages = {542-550},
  doi = {10.11648/j.sd.20180606.36},
  url = {https://doi.org/10.11648/j.sd.20180606.36},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20180606.36},
  abstract = {New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and  retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.},
 year = {2018}
}

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TY  - JOUR
T1  - Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method
AU  - Wubin Wang
AU  - Hao Bai
AU  - Yali Cui
Y1  - 2018/12/12
PY  - 2018
N1  - https://doi.org/10.11648/j.sd.20180606.36
DO  - 10.11648/j.sd.20180606.36
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 542
EP  - 550
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20180606.36
AB  - New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and  retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.
VL  - 6
IS  - 6
ER  -

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Author Information

Wubin Wang

School of Civil Engineering, Southwest Jiaotong University, Chengdu, China
Hao Bai

Sichuan Expressway Construction & Development Group CO.LTD, Chengdu, China
Yali Cui

School of Civil Engineering, Southwest Jiaotong University, Chengdu, China

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Plain Text BibTeX RIS

APA Style

Wubin Wang, Hao Bai, Yali Cui. (2018). Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Science Discovery, 6(6), 542-550. https://doi.org/10.11648/j.sd.20180606.36

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ACS Style

Wubin Wang; Hao Bai; Yali Cui. Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Sci. Discov. 2018, 6(6), 542-550. doi: 10.11648/j.sd.20180606.36

Copy | Download

AMA Style

Wubin Wang, Hao Bai, Yali Cui. Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Sci Discov. 2018;6(6):542-550. doi: 10.11648/j.sd.20180606.36

Copy | Download

@article{10.11648/j.sd.20180606.36,
  author = {Wubin Wang and Hao Bai and Yali Cui},
  title = {Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method},
  journal = {Science Discovery},
  volume = {6},
  number = {6},
  pages = {542-550},
  doi = {10.11648/j.sd.20180606.36},
  url = {https://doi.org/10.11648/j.sd.20180606.36},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20180606.36},
  abstract = {New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and  retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method
AU  - Wubin Wang
AU  - Hao Bai
AU  - Yali Cui
Y1  - 2018/12/12
PY  - 2018
N1  - https://doi.org/10.11648/j.sd.20180606.36
DO  - 10.11648/j.sd.20180606.36
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 542
EP  - 550
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20180606.36
AB  - New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and  retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.
VL  - 6
IS  - 6
ER  -

Copy | Download