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Experimental of Failure Process of Long and Short Rockbolts for a Week Deep Tunnel
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Feng-yun WANG1, 2, Rui PAN2, Yi CAI1, 2, Li-qing NIE1, 2, Yong-xiang CAI1, 2, Min-jun TANG1, 2
Science Technology and Engineering | 2025, 25(6) : 2480 - 2489
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Science Technology and Engineering | 2025, 25(6): 2480-2489
Papers·Architectural Science
Experimental of Failure Process of Long and Short Rockbolts for a Week Deep Tunnel
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Feng-yun WANG1, 2, Rui PAN2, Yi CAI1, 2, Li-qing NIE1, 2, Yong-xiang CAI1, 2, Min-jun TANG1, 2
Affiliations
  • 1 Anhui Provincial Key Laboratory of Intelligent Underground Detection, Anhui Jianzhu University, Hefei 230601, China
  • 2 School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, China
Published: 2025-02-28 doi: 10.12404/j.issn.1671-1815.2402442
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To study the effect of anchor length on anchorage effect of weak rock masses in a deep tunnel, the indoor similar model tests were carried out on failure test of rock masses during the excavation opening. The variation characteristic on the failure, displacements and stress of the rock mass after excavation were analyzed comparatively under three conditions (without anchors, with short anchors and long anchors).In the loading test, the failure process of rock mass around the opening shows that the failure process of surrounding rock occurs first at the side wall, then the arch waist and the arch collapse. The surrounding rock in the arch roof after reinforcing rock bolts forms the effect of strengthening beam because of the reinforcement of rock bolts, which leads to the significant increase in the maximum settlement and failure load of the arch roof. The length of rock bolts need to pass through the plastic loosening zone of the arch roof. If the length of anchor rod is not enough to anchor the whole plastic loosening zone, there will be stratification between the anchored surrounding rock and the unanchored surrounding rock. Based on the theory of homogenization strength of rock mass, the short bolt mainly increases the effective support force of surrounding rock at shallow tunnel wall, thus improving the strength of surrounding rock, and the long bolt (cable) can regulate the stress in the elastic zone of deep surrounding rock. Therefore, the combination of the long bolt (cable) effectively regulates the stress state of surrounding rock.

tunneling rock  /  model test  /  anchor length  /  displacement failure  /  plastic zone
Feng-yun WANG, Rui PAN, Yi CAI, Li-qing NIE, Yong-xiang CAI, Min-jun TANG. Experimental of Failure Process of Long and Short Rockbolts for a Week Deep Tunnel[J]. Science Technology and Engineering, 2025 , 25 (6) : 2480 -2489 . DOI: 10.12404/j.issn.1671-1815.2402442
Year 2025 volume 25 Issue 6
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Article Info
doi: 10.12404/j.issn.1671-1815.2402442
  • Receive Date:2024-04-06
  • Online Date:2025-07-27
  • Published:2025-02-28
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  • Received:2024-04-06
  • Revised:2024-12-11
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Affiliations
    1 Anhui Provincial Key Laboratory of Intelligent Underground Detection, Anhui Jianzhu University, Hefei 230601, China
    2 School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, China
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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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