Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings

Ding Jihui; Shen Yu; Li Taotao; Wang Yan; Zhao Tuo; Wang Weiyu

doi:doi:10.11648/j.ijaaa.20170305.12

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Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings

Ding Jihui, Shen Yu, Li Taotao, Wang Yan, Zhao Tuo, Wang Weiyu

Published in International Journal of Architecture, Arts and Applications (Volume 3, Issue 5)

Received: 19 September 2017 Accepted: 28 October 2017 Published: 23 November 2017

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Abstract

According to the deep foundation pit of a spatial dimension in Shijiazhuang, the retaining and protection structure of pile and anchor cable is selected because of property of the soil layer. The interaction between the support system and the surrounding buildings is analyzed by the finite difference method, on this basis, according to the deformation of surrounding environment and the stability requirement of slope, the deep foundation pit is made zoning supporting design. When there is a building on the outside of foundation pit wall and the building is located in the middle side of the slope wall, the effect of building on horizontal displacement of foundation pit is mainly happened in the middle of the slope wall, and the range is (0.22~0.78) L (L is the length of the foundation pit) or 1.85A (A is the length of the building along the direction of the pit). The settlement and different settlement of the building foundation can be controlled by increasing the stiffness of the retaining structure, such as increasing the diameter of pile or reducing the spacing of pile. When reducing the diameter of pile or increasing the spacing between the piles in the west side of the slope, the deformation and different deformation of the area are obviously reduced, so as to meet the requirements for the deformation of the underground pipelines outside the slope wall.

Published in	International Journal of Architecture, Arts and Applications (Volume 3, Issue 5)
DOI	10.11648/j.ijaaa.20170305.12
Page(s)	73-78
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), 2024. Published by Science Publishing Group

Keywords

Deep Foundation Pit, Adjacent Building, Pile Anchor Cable Support System, Zoning Supporting Design

References

[1]	Lee, F. H. Yong. K. Y. QUAN, K. C. N. and CHEE, K. T. Effect of corners in strutted excavations: field monitoring and case histories [J]. Journal of Geotechnical and Geoenvironment Engineering, 1998, 124(4):339-348.
[2]	Ding Jihui, Yuan Man & Zhang Qin. The analysis of spatial effects of the soil pressure on cantilever retaining structure based on elastic resistance method [J]. Engineering Mechanics, 2012:29(S1): 136 -140.
[3]	Ding Jihui, Zhang Qin, Han Lijun et al. Calculation method of soil pressure utilization factor on cantilever supporting structure of deep excavation [C]. International Conference on Electric Technology and Civil, Wuhan, China, 2011: 4830-4837.
[4]	Yuan Man, Ding Jihui & Zhang Qin. Analysis of Spatial Effects of Earth Pressure on Two-row Pile Structure of Foundation Pit Based on Elastic Resistance Method [J]. Open Journal of Civil Engineering, 2011.
[5]	Ding Jihui, Fan Fei, etc. Monitoring and Analysis of Deformation Laws of Deep Foundation Pit Considering Spatial Effect [J]. International Journal of Engineering Research & Science,2016:2(9):64-71.
[6]	Wang Weiyu & Zhao Tuo. Numerical analysis of space effect of foundation pit excavation under unsupported condition [C]. Proceedings of the 25th National Conference on Structural Engineering, 2016, (2):56-59.
[7]	Jihui-Ding, Taotao-Li, Xiaohui-Wang etc.. Analysis of Interaction between Adjacent Buildings and Deformation of Foundation Pit [J]. International Journal of Engineering and Technical Research, 2017,7(7):102-109.
[8]	Clough G W, O’Rourke T D. Construction induced movements of in situ walls [C]//Design and performance of earth retaining structures. ASCE, 1990: 439-470.
[9]	Ou C Y, Hsieh P G, Chiou D C. Characteristics of ground surface settlement during excavation [J]. Canadian Geotechnical Journal, 1993, 30(5):758-767.
[10]	GB 50007-2011, Code for design of building foundation [S]. Beijing: China Architecture& Building Press, 2012.
[11]	GB50497-2009, Building foundation pit monitoring technical specifications [S]. China Architecture& Building Press, 2011.
[12]	GB50202-2002, Code for acceptance of construction quality of building foundation [S]. China Architecture& Building Press, 2002.

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APA Style

Ding Jihui, Shen Yu, Li Taotao, Wang Yan, Zhao Tuo, et al. (2017). Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings. International Journal of Architecture, Arts and Applications, 3(5), 73-78. https://doi.org/10.11648/j.ijaaa.20170305.12

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ACS Style

Ding Jihui; Shen Yu; Li Taotao; Wang Yan; Zhao Tuo, et al. Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings. Int. J. Archit. Arts Appl. 2017, 3(5), 73-78. doi: 10.11648/j.ijaaa.20170305.12

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AMA Style

Ding Jihui, Shen Yu, Li Taotao, Wang Yan, Zhao Tuo, et al. Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings. Int J Archit Arts Appl. 2017;3(5):73-78. doi: 10.11648/j.ijaaa.20170305.12

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@article{10.11648/j.ijaaa.20170305.12,
  author = {Ding Jihui and Shen Yu and Li Taotao and Wang Yan and Zhao Tuo and Wang Weiyu},
  title = {Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings},
  journal = {International Journal of Architecture, Arts and Applications},
  volume = {3},
  number = {5},
  pages = {73-78},
  doi = {10.11648/j.ijaaa.20170305.12},
  url = {https://doi.org/10.11648/j.ijaaa.20170305.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijaaa.20170305.12},
  abstract = {According to the deep foundation pit of a spatial dimension in Shijiazhuang, the retaining and protection structure of pile and anchor cable is selected because of property of the soil layer. The interaction between the support system and the surrounding buildings is analyzed by the finite difference method, on this basis, according to the deformation of surrounding environment and the stability requirement of slope, the deep foundation pit is made zoning supporting design. When there is a building on the outside of foundation pit wall and the building is located in the middle side of the slope wall, the effect of building on horizontal displacement of foundation pit is mainly happened in the middle of the slope wall, and the range is (0.22~0.78) L (L is the length of the foundation pit) or 1.85A (A is the length of the building along the direction of the pit). The settlement and different settlement of the building foundation can be controlled by increasing the stiffness of the retaining structure, such as increasing the diameter of pile or reducing the spacing of pile. When reducing the diameter of pile or increasing the spacing between the piles in the west side of the slope, the deformation and different deformation of the area are obviously reduced, so as to meet the requirements for the deformation of the underground pipelines outside the slope wall.},
 year = {2017}
}

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TY  - JOUR
T1  - Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings
AU  - Ding Jihui
AU  - Shen Yu
AU  - Li Taotao
AU  - Wang Yan
AU  - Zhao Tuo
AU  - Wang Weiyu
Y1  - 2017/11/23
PY  - 2017
N1  - https://doi.org/10.11648/j.ijaaa.20170305.12
DO  - 10.11648/j.ijaaa.20170305.12
T2  - International Journal of Architecture, Arts and Applications
JF  - International Journal of Architecture, Arts and Applications
JO  - International Journal of Architecture, Arts and Applications
SP  - 73
EP  - 78
PB  - Science Publishing Group
SN  - 2472-1131
UR  - https://doi.org/10.11648/j.ijaaa.20170305.12
AB  - According to the deep foundation pit of a spatial dimension in Shijiazhuang, the retaining and protection structure of pile and anchor cable is selected because of property of the soil layer. The interaction between the support system and the surrounding buildings is analyzed by the finite difference method, on this basis, according to the deformation of surrounding environment and the stability requirement of slope, the deep foundation pit is made zoning supporting design. When there is a building on the outside of foundation pit wall and the building is located in the middle side of the slope wall, the effect of building on horizontal displacement of foundation pit is mainly happened in the middle of the slope wall, and the range is (0.22~0.78) L (L is the length of the foundation pit) or 1.85A (A is the length of the building along the direction of the pit). The settlement and different settlement of the building foundation can be controlled by increasing the stiffness of the retaining structure, such as increasing the diameter of pile or reducing the spacing of pile. When reducing the diameter of pile or increasing the spacing between the piles in the west side of the slope, the deformation and different deformation of the area are obviously reduced, so as to meet the requirements for the deformation of the underground pipelines outside the slope wall.
VL  - 3
IS  - 5
ER  -

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Author Information

Ding Jihui

Department of Civil Engineering, College of Civil Engineering and Architecture, Hebei University, Baoding, China
Shen Yu

Supervision Office, Shanghai Electronics Industry School, Minhang District, Shanghai, China
Li Taotao

Department of Civil Engineering, College of Civil Engineering and Architecture, Hebei University, Baoding, China
Wang Yan

Emergency Command and Dispatch Center, Tanshan Communication Bureau, Tangshan, China
Zhao Tuo

Foundation Research Institute, Hebei Academy of Building Research, Shijiazhuang, China
Wang Weiyu

Foundation Research Institute, Hebei Academy of Building Research, Shijiazhuang, China

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Plain Text BibTeX RIS

APA Style

Ding Jihui, Shen Yu, Li Taotao, Wang Yan, Zhao Tuo, et al. (2017). Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings. International Journal of Architecture, Arts and Applications, 3(5), 73-78. https://doi.org/10.11648/j.ijaaa.20170305.12

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ACS Style

Ding Jihui; Shen Yu; Li Taotao; Wang Yan; Zhao Tuo, et al. Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings. Int. J. Archit. Arts Appl. 2017, 3(5), 73-78. doi: 10.11648/j.ijaaa.20170305.12

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AMA Style

Ding Jihui, Shen Yu, Li Taotao, Wang Yan, Zhao Tuo, et al. Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings. Int J Archit Arts Appl. 2017;3(5):73-78. doi: 10.11648/j.ijaaa.20170305.12

Copy | Download

@article{10.11648/j.ijaaa.20170305.12,
  author = {Ding Jihui and Shen Yu and Li Taotao and Wang Yan and Zhao Tuo and Wang Weiyu},
  title = {Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings},
  journal = {International Journal of Architecture, Arts and Applications},
  volume = {3},
  number = {5},
  pages = {73-78},
  doi = {10.11648/j.ijaaa.20170305.12},
  url = {https://doi.org/10.11648/j.ijaaa.20170305.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijaaa.20170305.12},
  abstract = {According to the deep foundation pit of a spatial dimension in Shijiazhuang, the retaining and protection structure of pile and anchor cable is selected because of property of the soil layer. The interaction between the support system and the surrounding buildings is analyzed by the finite difference method, on this basis, according to the deformation of surrounding environment and the stability requirement of slope, the deep foundation pit is made zoning supporting design. When there is a building on the outside of foundation pit wall and the building is located in the middle side of the slope wall, the effect of building on horizontal displacement of foundation pit is mainly happened in the middle of the slope wall, and the range is (0.22~0.78) L (L is the length of the foundation pit) or 1.85A (A is the length of the building along the direction of the pit). The settlement and different settlement of the building foundation can be controlled by increasing the stiffness of the retaining structure, such as increasing the diameter of pile or reducing the spacing of pile. When reducing the diameter of pile or increasing the spacing between the piles in the west side of the slope, the deformation and different deformation of the area are obviously reduced, so as to meet the requirements for the deformation of the underground pipelines outside the slope wall.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Zoning Supporting Design of Deep Foundation Pit Based on Controlling Deformation of Surrounding Buildings
AU  - Ding Jihui
AU  - Shen Yu
AU  - Li Taotao
AU  - Wang Yan
AU  - Zhao Tuo
AU  - Wang Weiyu
Y1  - 2017/11/23
PY  - 2017
N1  - https://doi.org/10.11648/j.ijaaa.20170305.12
DO  - 10.11648/j.ijaaa.20170305.12
T2  - International Journal of Architecture, Arts and Applications
JF  - International Journal of Architecture, Arts and Applications
JO  - International Journal of Architecture, Arts and Applications
SP  - 73
EP  - 78
PB  - Science Publishing Group
SN  - 2472-1131
UR  - https://doi.org/10.11648/j.ijaaa.20170305.12
AB  - According to the deep foundation pit of a spatial dimension in Shijiazhuang, the retaining and protection structure of pile and anchor cable is selected because of property of the soil layer. The interaction between the support system and the surrounding buildings is analyzed by the finite difference method, on this basis, according to the deformation of surrounding environment and the stability requirement of slope, the deep foundation pit is made zoning supporting design. When there is a building on the outside of foundation pit wall and the building is located in the middle side of the slope wall, the effect of building on horizontal displacement of foundation pit is mainly happened in the middle of the slope wall, and the range is (0.22~0.78) L (L is the length of the foundation pit) or 1.85A (A is the length of the building along the direction of the pit). The settlement and different settlement of the building foundation can be controlled by increasing the stiffness of the retaining structure, such as increasing the diameter of pile or reducing the spacing of pile. When reducing the diameter of pile or increasing the spacing between the piles in the west side of the slope, the deformation and different deformation of the area are obviously reduced, so as to meet the requirements for the deformation of the underground pipelines outside the slope wall.
VL  - 3
IS  - 5
ER  -

Copy | Download