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Combined active and passive support technology and its application for deformation control in large-section weakly cemented tunnel
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Qing Maa, c, Wei Zhangb, *, Xiaoli Liuc, Weiqiang Xiec, Ruosong Wangd, Jinpeng Zhaoc
Underground Space | 2026, 27 : 1 - 23
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Underground Space | 2026, 27: 1-23
Research Paper
Combined active and passive support technology and its application for deformation control in large-section weakly cemented tunnel
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Qing Maa, c, Wei Zhangb, *, Xiaoli Liuc, Weiqiang Xiec, Ruosong Wangd, Jinpeng Zhaoc
Affiliations
  • aBeijing Key Laboratory of Urban Underground Space Engineering, University of Science and Technology Beijing, Beijing 100083, China
  • bSchool of Architecture and Engineering, Liaocheng University, Liaocheng 252000, China
  • cState Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
  • dShandong Energy Xinwen Group Xinjulong CO. LTD., Shandong 294718, China
Published: 2026-04-10 doi: 10.1016/j.undsp.2025.10.007
Outline
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The development of large cross-section tunnels is an inevitable trend driven by the intensification of coal mining activities and advancements in mining equipment technology. However, the disturbance stress exerted by adjacent caverns has a more pronounced impact on weakly cemented rock strata in the vicinity of neighboring tunnels. To mitigate deformation in weakly cemented tunnels, grouting and the installation of long anchor cables were employed to reinforce the self-supporting capacity of the surrounding rock, thereby establishing an active support layer. Additionally, U-shaped steel frames combined with the subsequent application of flexible filling materials were utilized to aid the surrounding rock in mobilizing its self-supporting capacity, which resulted in the formation of a passive support layer. A layered collaborative control methodology integrating both active and passive support mechanisms was developed and implemented in engineering practice. The findings demonstrate that the vertical stress was alleviated after cavern excavation and was predominantly transferred toward the adjacent tunnel, with the influence zone extending approximately 7 to 12 times the tunnel height. Conversely, the horizontal stress is primarily dispersed laterally, affecting a region approximately 3 to 6 times the tunnel width. Following the infilling of pebbles between the U-shaped steel frame and the adjacent rock mass, the maximum compressive stress experienced by the U-shaped steel frame decreased by 50%. Additionally, the spatial extent of the maximum axial force was reduced by 65%, whereas the stresses within the rock bolts and cable bolts increased by 30% and 40%, respectively. Grouting reinforcement contributed to bonding and compaction effects on the delamination and fracturing of the roof strata, with the grout predominantly distributed within a range of 1.5 to 5 m from the central region of the roof. The research outcomes presented in this paper can provide valuable reference for a large-section weakly cemented tunnel.

Weakly cemented rock  /  Large cross-section caverns  /  Large deformation tunnel  /  Active-passive collaborative control  /  Grouting reinforcement
Qing Ma, Wei Zhang, Xiaoli Liu, Weiqiang Xie, Ruosong Wang, Jinpeng Zhao. Combined active and passive support technology and its application for deformation control in large-section weakly cemented tunnel[J]. Underground Space, 2026 , 27 : 1 -23 . DOI: 10.1016/j.undsp.2025.10.007
  • National Natural Science Foundation of China(52304136; 52304093)
  • China Postdoctoral Science Foundation(2023M741968)
  • Key Project of Research and Development in Liaocheng City(2023YD02)
Year 2026 volume 27 Issue 0
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Article Info
doi: 10.1016/j.undsp.2025.10.007
  • Receive Date:2024-09-17
  • Online Date:2026-06-17
  • Published:2026-04-10
Article Data
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History
  • Received:2024-09-17
  • Revised:2025-09-24
  • Accepted:2025-10-28
Funding
National Natural Science Foundation of China(52304136; 52304093)
China Postdoctoral Science Foundation(2023M741968)
Key Project of Research and Development in Liaocheng City(2023YD02)
Affiliations
    aBeijing Key Laboratory of Urban Underground Space Engineering, University of Science and Technology Beijing, Beijing 100083, China
    bSchool of Architecture and Engineering, Liaocheng University, Liaocheng 252000, China
    cState Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
    dShandong Energy Xinwen Group Xinjulong CO. LTD., Shandong 294718, China

Corresponding:

* Corresponding author. E-mail address: (W. Zhang).
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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
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