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Study on drivability analysis method of large-diameter steel pipe piles based on CPT
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Hanyang HU1, 2, Jiangsong YIN1, 2, Zhenyi SHEN1, 2, Sa LI1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 201 - 207
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Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 201-207
Study on drivability analysis method of large-diameter steel pipe piles based on CPT
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Hanyang HU1, 2, Jiangsong YIN1, 2, Zhenyi SHEN1, 2, Sa LI1, 2
Affiliations
  • 1.School of Civil Engineering, Tianjin University, Tianjin 300350, China
  • 2.State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China
doi: 10.13197/j.eeed.2024.0419
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In offshore engineering, large-diameter steel pipe piles are often installed with hydraulic hammers. Accurate analysis of pile drivability is of great significance in practice. In order to study the relationship between cone tip resistance of cone penetration test(CPT) and unit of hammering energy, the resistance to energy ratio was defined as the ratio of unit of equivalent cone tip resistance to unit of hammering energy resistance by converting cone tip resistance into unit equivalent cone tip resistance. Based on 9 sites, 72 steel pipe piles driving records and CPT test results, the relationship of resistive energy ratio with depth in different soil layers (silt, sand and clay) was discussed, and a method based on CPT cone tip resistance was proposed. The results show that the variation of unit equivalent cone tip resistance with depth is consistent with that of unit of hammering energy with depth, but the change of resistance to energy ratio with depth in different soil layers are different. The relationship between the resistance energy ratio and depth in different soil layers was obtained, and it was possible to obtain the unit of hammering energy required for pile driving directly from the cone tip resistance of CPT. The method proposed in this paper is verified with an example in practice, and the results show that it is feasible. Because only the CPT cone tip resistance is needed to calculate the unit of hammering energy with the proposed method, it could be used to quickly evaluate the drivability of piles.

large-diameter steel pipe piles  /  cone penetration test  /  unit of hammering energy  /  drivability of piles  /  cone tip resistance
Hanyang HU, Jiangsong YIN, Zhenyi SHEN, Sa LI. Study on drivability analysis method of large-diameter steel pipe piles based on CPT[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 201 -207 . DOI: 10.13197/j.eeed.2024.0419
Year 2024 volume 44 Issue 4
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doi: 10.13197/j.eeed.2024.0419
  • Receive Date:2023-03-18
  • Online Date:2026-03-30
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  • Received:2023-03-18
  • Revised:2023-07-03
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    1.School of Civil Engineering, Tianjin University, Tianjin 300350, China
    2.State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, 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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