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Analysis on Stability and Influencing Factors of Double-Limb High Pier at the Key Construction Stage in Western Henan Mountain Area
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Chuan-qi LIU1, Wen-jie LI1, Hao-long FENG2, Bin LIANG1, *
Science Technology and Engineering | 2025, 25(22) : 9550 - 9560
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Science Technology and Engineering | 2025, 25(22): 9550-9560
Papers·Traffics and Transportations
Analysis on Stability and Influencing Factors of Double-Limb High Pier at the Key Construction Stage in Western Henan Mountain Area
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Chuan-qi LIU1, Wen-jie LI1, Hao-long FENG2, Bin LIANG1, *
Affiliations
  • 1 School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471000, China
  • 2 CCCC-SHEC Forth Engineering Co., Ltd., Luoyang 471013, China
Published: 2025-08-08 doi: 10.12404/j.issn.1671-1815.2405869
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The stability of double-limb high pier cannot be ignored in the process of construction. In order to ensure the safety of construction, finite element models were established for three construction stages: bare high pier, large cantilever, and completed bridge to study the stability of double-limb high pier, based on the Miaoluhe bridge of Zhengzhou-Luoyang Expressway. The buckling modes and stability coefficient of double-limb high pier were obtained, and the nonlinear stability analysis of the most unfavorable construction stage was carried out. Finally, the influencing factors on stability such as the alignment deviation, the hole defects, the pier height and the number of crossbeams were analyzed. The results show that under the three construction stages, the double-limb high pier are longitudinal instability, and the stability coefficient of the most unfavorable conditions are 70.092, 33.513, and 55.034.After considering geometric nonlinearity and geometric and material double nonlinearity, the stability of the large cantilever stage has decreased by 15% and 57%, compared to linear analysis. The alignment deviation and the hole defects occurring in the climbing formwork construction of double-limb high piers have an impact on the stability. Therefore, it is necessary to control alignment deviations and repair holes in time. As the height of the pier increases, stability decreases continuously. When one crossbeam is installed between the two limbs, stability improves by 140%. However, further increasing the number of crossbeams does not significantly improve stability. Therefore setting one crossbeam within the range of 50~70 m pier height is the best.

double-limb high pier  /  the key construction stage  /  stability  /  alignment deviation  /  hole defects  /  pier height  /  number of crossbeams
Chuan-qi LIU, Wen-jie LI, Hao-long FENG, Bin LIANG. Analysis on Stability and Influencing Factors of Double-Limb High Pier at the Key Construction Stage in Western Henan Mountain Area[J]. Science Technology and Engineering, 2025 , 25 (22) : 9550 -9560 . DOI: 10.12404/j.issn.1671-1815.2405869
Year 2025 volume 25 Issue 22
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Article Info
doi: 10.12404/j.issn.1671-1815.2405869
  • Receive Date:2024-08-05
  • Online Date:2026-02-11
  • Published:2025-08-08
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  • Received:2024-08-05
  • Revised:2025-04-28
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Affiliations
    1 School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471000, China
    2 CCCC-SHEC Forth Engineering Co., Ltd., Luoyang 471013, 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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