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Study on the influence of frozen soil layer on seismic performance of railway gravity bridge piers with pile foundation
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Zhenjiang XU, Xiyin ZHANG, Jiada GUAN, Shengsheng YU, Binjie SUN, Yibo ZHANG
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 225 - 236
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 225-236
Study on the influence of frozen soil layer on seismic performance of railway gravity bridge piers with pile foundation
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Zhenjiang XU, Xiyin ZHANG, Jiada GUAN, Shengsheng YU, Binjie SUN, Yibo ZHANG
Affiliations
  • School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
doi: 10.13197/j.eeed.2024.0122
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This paper aimed to investigate the seismic failure characteristics of the railway gravity piers with pile foundation under the influence of frozen soil layer and the influence of different influencing factors on the seismic performance of railway gravity piers with pile foundation in the seasonal frozen soil region. Firstly, the seismic damage characteristics of the railway gravity bridge pier with pile foundations in frozen soils were investigated by quasi-static model test. Secondly, a finite element model of bridge pier with pile foundation considering frozen soil effect was established. Then, the influence of the seasonal frozen soil layer thickness, shear-span ratio, axial compression ratio and bearing depth of pile cap on seismic performance of the railway gravity bridge pier with pile foundation was discussed by numerical simulation method. The results showed that the increase of seasonal frozen soil layer thickness in a certain range is beneficial to improve the seismic performance of the railway bridge pier with pile foundations, but if the frozen soil layer thickness increased beyond this range, its influence on the lateral bearing capacity of the bridge pier is weakened and the damage of pile-soil-pier system will be accelerated. Increasing the shear-span ratio and decreasing the embedded depth of the pile cap can significantly reduce the seismic performance of the bridge pier with pile foundations in frozen soils. Increasing the axial compression ratio can increase the lateral bearing capacity of the bridge pier with pile foundations, but it will accelerate the appearance of peak load of the bridge pier with pile foundations and accelerate the damage of the pile-soil-pier system.

seasonal frozen soil  /  pile foundation  /  railway gravity pier  /  seismic performance  /  hysteretic energy dissipation characteristics
Zhenjiang XU, Xiyin ZHANG, Jiada GUAN, Shengsheng YU, Binjie SUN, Yibo ZHANG. Study on the influence of frozen soil layer on seismic performance of railway gravity bridge piers with pile foundation[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 225 -236 . DOI: 10.13197/j.eeed.2024.0122
Year 2024 volume 44 Issue 1
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doi: 10.13197/j.eeed.2024.0122
  • Receive Date:2022-10-09
  • Online Date:2026-03-30
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  • Received:2022-10-09
  • Revised:2023-03-12
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    School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, 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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