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Load Bearing Capacity of Rock-socketed Pile Considering Rock Fragmentation
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Kai-yuan WANG1, Xu JING1, Yu-peng SHEN2, Xiao-lin ZHAO2, *, Jin-cui XU2, Zhi-qiang LI3
Science Technology and Engineering | 2025, 25(15) : 6463 - 6476
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Science Technology and Engineering | 2025, 25(15): 6463-6476
Architectural Science
Load Bearing Capacity of Rock-socketed Pile Considering Rock Fragmentation
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Kai-yuan WANG1, Xu JING1, Yu-peng SHEN2, Xiao-lin ZHAO2, *, Jin-cui XU2, Zhi-qiang LI3
Affiliations
  • 1 CCCC Highway Consultants Co., Ltd., Beijing 100010, China
  • 2 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • 3 Transportation Safety Research Center, China Academy of Transportation Science, Beijing 100029, China
Published: 2025-05-28 doi: 10.12404/j.issn.1671-1815.2404130
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In order to study the influence of rock fragmentation on the bearing capacity of rock-socketed pile, a concrete rock-shear model considering rock fragmentation was established using statistical theory. The calculation results of the model were compared with the experimental results to verify the accuracy of the model. Using a concrete rock shear model considering rock fragmentation and the load transfer mechanism of rock-socketed pile, a load transfer equation of rock socketed pile considering rock fragmentation was established and solved using the Runge-Kutta method. The calculation results of the equation were compared with the results of on-site static load experiments, which verified the accuracy of the equation. The research results indicate that it is feasible to establish a mechanical model for rock fragmentation through statistical theory. The load transfer equation of rock socketed pile considering rock fragmentation is consistent with the results of on-site static load experiments, which can describe the yield deformation stage and strain softening stage of the pile-rock relative displacement-pile side friction curve. The parameter sensitivity research was conducted, and the influence of rock fragmentation on the concrete-rock shear mechanism and rock-socketed pile bearing mechanism was conducted in-depth analysis.

mountain expressway  /  rock-socketed pile  /  concrete-rock shear  /  load transfer equation  /  rock fragmentation, statistical theory
Kai-yuan WANG, Xu JING, Yu-peng SHEN, Xiao-lin ZHAO, Jin-cui XU, Zhi-qiang LI. Load Bearing Capacity of Rock-socketed Pile Considering Rock Fragmentation[J]. Science Technology and Engineering, 2025 , 25 (15) : 6463 -6476 . DOI: 10.12404/j.issn.1671-1815.2404130
Year 2025 volume 25 Issue 15
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Article Info
doi: 10.12404/j.issn.1671-1815.2404130
  • Receive Date:2024-06-03
  • Online Date:2025-07-09
  • Published:2025-05-28
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  • Received:2024-06-03
  • Revised:2024-11-24
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Affiliations
    1 CCCC Highway Consultants Co., Ltd., Beijing 100010, China
    2 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
    3 Transportation Safety Research Center, China Academy of Transportation Science, Beijing 100029, 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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