Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum

Gong Juan; Li Borong; Zhang Xu; Wang Chenzhong; Liu Yikai; Shen Mindong

doi:doi:10.11648/j.ajce.20170503.18

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Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum

Gong Juan, Li Borong, Zhang Xu, Wang Chenzhong, Liu Yikai, Shen Mindong

Received: 21 April 2017 Accepted: Published: 22 April 2017

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Abstract

Because the sand gravel stratum with loose structure, good gradation, easy disturbance, poor stability, deformation and other characteristics of long duration, large deformation and collapse failure phenomenon is extremely easy to cause in the tunnel construction, leading to a primary support structure for strong deformation or even destruction, serious impact on the tunnel construction and safety, is one of the main problems encountered in tunnel construction. The paper based on the engineering background of Gongboxia sand gravel stratum tunnel, studied the Sandy pebble tunnel primary support stiffness and the influence of strength characteristics, also mechanical impact characteristics of secondary lining and timing. By studying the mechanical behavior of tunnel support system, the paper puts forward the parameters of the initial support of the sand gravel tunnel, and makes clear the relationship between the stress of the supporting arch and the stress of the lining and the timing of the two lining. The research results can provide supporting design reference for sand pebble stratum tunnel and similar projects.

DOI	10.11648/j.ajce.20170503.18
Published in	American Journal of Civil Engineering (Volume 5, Issue 3, May 2017)
Page(s)	179-187
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

Tunnel, Sandy Cobble Stratum, Support, Mechanical Property

References

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[2]	HONG Kai-Rong. Tunnel and underground engineering in our country development present situation and prospect [J]. Journal of tunnel construction, 2015, (02): 95-107.
[3]	ZHAO Yi-Xin, JIANG Yao- Dong, MENG LEI, WANG TAO, LIU Hua-Bo. Advance grouting pipe roof support technology in the application of extremely complex fault zone [J]. Journal of mining and safety engineering, 2013, (02): 262-266.
[4]	JIA Hong-Yu. Advance the application of pipe roof bolting in tunnel engineering [J]. Railway construction technology, 2010, (3): 96-98 + 122.
[5]	HUANG Jin-Long. Sandy pebble formation underground running shed advance support of large cross section tunnel construction technology [J]. Journal of municipal technology, 2011, (3): 86-88.
[6]	MA Jing-Dong, LIAO Qiu-Lin, ZHANG Peng-Fei. DTH hammer in the big particle size of sand gravel strata fill shed the improvement and application of construction [J]. Journal of construction technology, 2015 (23): 61-61. Liu Ming. The sandy pebble stratum shallow tunnel subway tunnel construction key technology [J]. Journal of municipal technology, 2011, (02): 82-83 + 86.
[7]	MA Jing-Dong, LIAO Qiu-Lin, ZHANG Peng-Fei, PEI Bao-Quan. DTH hammer in the big particle size of sand gravel strata fill shed the improvement and application of construction [J]. Journal of construction technology, 2015 (23): 61-63.
[8]	SHEN QI. Advanced small pipe reinforcement technology in the application of sand pebble stratum tunnel construction [J]. Journal of municipal technology, 2016, (4): 104-107.
[9]	WANG Yong-Liang, LIN JIANG. Introduction to branch wood its tunnel sandy pebble stratum construction treatment [J]. Journal of highway tunnel, 2016. (01): 57-59.
[10]	LENG HAO. Sandy pebble soil layer of mountain tunnel portal construction mechanics research [D]. Southwest jiaotong university, 2016.

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APA Style

Gong Juan, Li Borong, Zhang Xu, Wang Chenzhong, Liu Yikai, et al. (2017). Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum. American Journal of Civil Engineering, 5(3), 179-187. https://doi.org/10.11648/j.ajce.20170503.18

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ACS Style

Gong Juan; Li Borong; Zhang Xu; Wang Chenzhong; Liu Yikai, et al. Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum. Am. J. Civ. Eng. 2017, 5(3), 179-187. doi: 10.11648/j.ajce.20170503.18

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AMA Style

Gong Juan, Li Borong, Zhang Xu, Wang Chenzhong, Liu Yikai, et al. Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum. Am J Civ Eng. 2017;5(3):179-187. doi: 10.11648/j.ajce.20170503.18

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@article{10.11648/j.ajce.20170503.18,
  author = {Gong Juan and Li Borong and Zhang Xu and Wang Chenzhong and Liu Yikai and Shen Mindong},
  title = {Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {3},
  pages = {179-187},
  doi = {10.11648/j.ajce.20170503.18},
  url = {https://doi.org/10.11648/j.ajce.20170503.18},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170503.18},
  abstract = {Because the sand gravel stratum with loose structure, good gradation, easy disturbance, poor stability, deformation and other characteristics of long duration, large deformation and collapse failure phenomenon is extremely easy to cause in the tunnel construction, leading to a primary support structure for strong deformation or even destruction, serious impact on the tunnel construction and safety, is one of the main problems encountered in tunnel construction. The paper based on the engineering background of Gongboxia sand gravel stratum tunnel, studied the Sandy pebble tunnel primary support stiffness and the influence of strength characteristics, also mechanical impact characteristics of secondary lining and timing. By studying the mechanical behavior of tunnel support system, the paper puts forward the parameters of the initial support of the sand gravel tunnel, and makes clear the relationship between the stress of the supporting arch and the stress of the lining and the timing of the two lining. The research results can provide supporting design reference for sand pebble stratum tunnel and similar projects.},
 year = {2017}
}

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TY  - JOUR
T1  - Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum
AU  - Gong Juan
AU  - Li Borong
AU  - Zhang Xu
AU  - Wang Chenzhong
AU  - Liu Yikai
AU  - Shen Mindong
Y1  - 2017/04/22
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170503.18
DO  - 10.11648/j.ajce.20170503.18
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 179
EP  - 187
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170503.18
AB  - Because the sand gravel stratum with loose structure, good gradation, easy disturbance, poor stability, deformation and other characteristics of long duration, large deformation and collapse failure phenomenon is extremely easy to cause in the tunnel construction, leading to a primary support structure for strong deformation or even destruction, serious impact on the tunnel construction and safety, is one of the main problems encountered in tunnel construction. The paper based on the engineering background of Gongboxia sand gravel stratum tunnel, studied the Sandy pebble tunnel primary support stiffness and the influence of strength characteristics, also mechanical impact characteristics of secondary lining and timing. By studying the mechanical behavior of tunnel support system, the paper puts forward the parameters of the initial support of the sand gravel tunnel, and makes clear the relationship between the stress of the supporting arch and the stress of the lining and the timing of the two lining. The research results can provide supporting design reference for sand pebble stratum tunnel and similar projects.
VL  - 5
IS  - 3
ER  -

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Author Information

Gong Juan

CCCC Third Highway Engineering Co., Ltd, Beijing, China
Li Borong

CCCC First Highway Consultants Co., Ltd, Xi’an, Shaanxi China
Zhang Xu

CCCC Third Highway Engineering Co., Ltd, Beijing, China
Wang Chenzhong

CCCC Third Highway Engineering Co., Ltd, Beijing, China
Liu Yikai

CCCC Third Highway Engineering Co., Ltd, Beijing, China
Shen Mindong

CCCC Third Highway Engineering Co., Ltd, Beijing, China

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Plain Text BibTeX RIS

APA Style

Gong Juan, Li Borong, Zhang Xu, Wang Chenzhong, Liu Yikai, et al. (2017). Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum. American Journal of Civil Engineering, 5(3), 179-187. https://doi.org/10.11648/j.ajce.20170503.18

Copy | Download

ACS Style

Gong Juan; Li Borong; Zhang Xu; Wang Chenzhong; Liu Yikai, et al. Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum. Am. J. Civ. Eng. 2017, 5(3), 179-187. doi: 10.11648/j.ajce.20170503.18

Copy | Download

AMA Style

Gong Juan, Li Borong, Zhang Xu, Wang Chenzhong, Liu Yikai, et al. Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum. Am J Civ Eng. 2017;5(3):179-187. doi: 10.11648/j.ajce.20170503.18

Copy | Download

@article{10.11648/j.ajce.20170503.18,
  author = {Gong Juan and Li Borong and Zhang Xu and Wang Chenzhong and Liu Yikai and Shen Mindong},
  title = {Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {3},
  pages = {179-187},
  doi = {10.11648/j.ajce.20170503.18},
  url = {https://doi.org/10.11648/j.ajce.20170503.18},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170503.18},
  abstract = {Because the sand gravel stratum with loose structure, good gradation, easy disturbance, poor stability, deformation and other characteristics of long duration, large deformation and collapse failure phenomenon is extremely easy to cause in the tunnel construction, leading to a primary support structure for strong deformation or even destruction, serious impact on the tunnel construction and safety, is one of the main problems encountered in tunnel construction. The paper based on the engineering background of Gongboxia sand gravel stratum tunnel, studied the Sandy pebble tunnel primary support stiffness and the influence of strength characteristics, also mechanical impact characteristics of secondary lining and timing. By studying the mechanical behavior of tunnel support system, the paper puts forward the parameters of the initial support of the sand gravel tunnel, and makes clear the relationship between the stress of the supporting arch and the stress of the lining and the timing of the two lining. The research results can provide supporting design reference for sand pebble stratum tunnel and similar projects.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Study on Mechanical Characteristics of Tunnel Support System in Sandy Cobble Stratum
AU  - Gong Juan
AU  - Li Borong
AU  - Zhang Xu
AU  - Wang Chenzhong
AU  - Liu Yikai
AU  - Shen Mindong
Y1  - 2017/04/22
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170503.18
DO  - 10.11648/j.ajce.20170503.18
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 179
EP  - 187
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170503.18
AB  - Because the sand gravel stratum with loose structure, good gradation, easy disturbance, poor stability, deformation and other characteristics of long duration, large deformation and collapse failure phenomenon is extremely easy to cause in the tunnel construction, leading to a primary support structure for strong deformation or even destruction, serious impact on the tunnel construction and safety, is one of the main problems encountered in tunnel construction. The paper based on the engineering background of Gongboxia sand gravel stratum tunnel, studied the Sandy pebble tunnel primary support stiffness and the influence of strength characteristics, also mechanical impact characteristics of secondary lining and timing. By studying the mechanical behavior of tunnel support system, the paper puts forward the parameters of the initial support of the sand gravel tunnel, and makes clear the relationship between the stress of the supporting arch and the stress of the lining and the timing of the two lining. The research results can provide supporting design reference for sand pebble stratum tunnel and similar projects.
VL  - 5
IS  - 3
ER  -

Copy | Download