收藏切换
Matching Analysis of Key Influencing Parameters for Shallow Buried Soft Soil Subway Tunnels Crossing Urban Roads under Two Types of Calculation Models
收藏切换
PDF
Cong LIU, Zhen LUO, Fan YANG, Shi-xiang XU, Zhi-biao GONG
Science Technology and Engineering | 2025, 25(4) : 1676 - 1687
Less
收藏切换
Science Technology and Engineering | 2025, 25(4): 1676-1687
Papers·Traffics and Transportations
Matching Analysis of Key Influencing Parameters for Shallow Buried Soft Soil Subway Tunnels Crossing Urban Roads under Two Types of Calculation Models
Full
Cong LIU, Zhen LUO, Fan YANG, Shi-xiang XU, Zhi-biao GONG
Affiliations
  • Department of Civil and Architecture Engineering, East China University of Technology, Nanchang 330013, China
Published: 2025-02-08 doi: 10.12404/j.issn.1671-1815.2401748
Outline
收藏切换

To explore the reasonable lining section thickness of shallow buried soft soil excavation channels under vehicle loads, two-dimensional finite element models were established using load structure method and strata structure method, respectively. The stress characteristics and safety factors of subway excavation channels under different burial depths, vehicle loads, and lining thicknesses were quantified. The research results indicate that regardless of the presence or absence of vehicle loads, the maximum bending moment of the tunnel is located at the arch foot or arch shoulder, and the minimum safety factor is located at the arch crown. According to the original design reinforcement, regardless of whether there is vehicle load, the safety factor decreases with increasing burial depth and increases with increasing secondary lining. Under shallow burial conditions, the safety factors calculated by the load structure method are smaller than those calculated by the stratum structure method. The calculation results of load structure method show that under vehicle load and surrounding rock pressure, the secondary lining thickness is 60, 90, 100 cm respectively, and the burial depth does not exceed 8, 12, 14.6 m respectively, meeting the safety factor requirements of the specifications. The calculation results of the stratum structure method show that under vehicle load and surrounding rock pressure, when the thickness of the secondary lining is 60, 80, 100 cm respectively, its burial depth does not exceed 12, 15.5, 19 m, which can meet the safety factor requirements of the specifications.

subway tunnels  /  secondary lining  /  vehicle load  /  safety factor
Cong LIU, Zhen LUO, Fan YANG, Shi-xiang XU, Zhi-biao GONG. Matching Analysis of Key Influencing Parameters for Shallow Buried Soft Soil Subway Tunnels Crossing Urban Roads under Two Types of Calculation Models[J]. Science Technology and Engineering, 2025 , 25 (4) : 1676 -1687 . DOI: 10.12404/j.issn.1671-1815.2401748
Year 2025 volume 25 Issue 4
PDF
344
146
Cite this Article
BibTeX
Article Info
doi: 10.12404/j.issn.1671-1815.2401748
  • Receive Date:2024-03-12
  • Online Date:2025-07-29
  • Published:2025-02-08
Article Data
Affiliations
History
  • Received:2024-03-12
  • Revised:2024-11-21
Funding
Affiliations
    Department of Civil and Architecture Engineering, East China University of Technology, Nanchang 330013, China
References
Share
https://castjournals.cast.org.cn/joweb/kxjsygc/EN/10.12404/j.issn.1671-1815.2401748
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT