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Whole Process of Dynamic Deformation Monitoring and Axial Force Calculation Optimization for Concrete Uplift Piles: Taking the Uplift Pile Tensile Test at Suzhou East Station as an Example
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Hao-yi YANG1, Jing-hong WU1, *, Wen-hao SHI1, Qing-nan LOU2, Li-xiang JIA3, Ming-yin CHEN3
Science Technology and Engineering | 2025, 25(17) : 7328 - 7336
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Science Technology and Engineering | 2025, 25(17): 7328-7336
Papers-Architectural Science
Whole Process of Dynamic Deformation Monitoring and Axial Force Calculation Optimization for Concrete Uplift Piles: Taking the Uplift Pile Tensile Test at Suzhou East Station as an Example
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Hao-yi YANG1, Jing-hong WU1, *, Wen-hao SHI1, Qing-nan LOU2, Li-xiang JIA3, Ming-yin CHEN3
Affiliations
  • 1 School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, China
  • 2 School of Earth Science and Engineering, Nanjing University, Nanjing 210023, China
  • 3 Suzhou Nanzee Sensing Technology Co., Ltd., Suzhou 215123, China
Published: 2025-06-18 doi: 10.12404/j.issn.1671-1815.2405883
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Uplift piles, in accordance with their structural properties, effectively sustain the structural uplift loads and have emerged as an efficacious solution to address the anti-floating issue. The precise determination of the internal forces within uplift piles is crucial for comprehending their load-bearing characteristics. Nevertheless, the tensile capacity of concrete is relatively feeble. Once the load attains a specific magnitude, its elastic modulus will decline, rendering the traditional axial force calculation methods inapplicable. By leveraging the optical frequency domain reflectometry(OFDR) strain measurement technology and conducting indoor model tests of uplift piles, the strain distribution and evolution patterns of both steel bars and concrete during the pulling process were analyzed. The alterations in the elastic modulus of concrete throughout the tension-failure process were thereby obtained. A method for optimizing the axial force calculation, which exploits the relationship curve between the concrete strain and elastic modulus, was put forward. This enables the accurate acquisition of the axial force of the pile body and its subsequent application in practical engineering projects. The test results indicate that under the condition of small loads, the OFDR technology can identify the locations where concrete cracks emerge based on the strain curve of the pile body. In the event of pile body failure under large loads, the elastic modulus of concrete can be rectified using the relationship curve between strain and elastic modulus. Compared with traditional calculation methods, the relative error of the axial force throughout the entire process can be confined within 5%. The viability of this approach has been corroborated in actual engineering endeavors, and the optimized axial force calculation exhibits enhanced precision.

OFDR  /  reinforced concrete uplift pile  /  elastic modulus  /  strain monitoring  /  axial force
Hao-yi YANG, Jing-hong WU, Wen-hao SHI, Qing-nan LOU, Li-xiang JIA, Ming-yin CHEN. Whole Process of Dynamic Deformation Monitoring and Axial Force Calculation Optimization for Concrete Uplift Piles: Taking the Uplift Pile Tensile Test at Suzhou East Station as an Example[J]. Science Technology and Engineering, 2025 , 25 (17) : 7328 -7336 . DOI: 10.12404/j.issn.1671-1815.2405883
Year 2025 volume 25 Issue 17
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Article Info
doi: 10.12404/j.issn.1671-1815.2405883
  • Receive Date:2024-08-05
  • Online Date:2025-12-15
  • Published:2025-06-18
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  • Received:2024-08-05
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Affiliations
    1 School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, China
    2 School of Earth Science and Engineering, Nanjing University, Nanjing 210023, China
    3 Suzhou Nanzee Sensing Technology Co., Ltd., Suzhou 215123, 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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