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Bearing behavior of inclined pile for transmission towers in loess soils under immersion
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Yulong ZHU1, Weiping CAO1, 2, Pin LYU1, Yue WANG1, Min ZHAO3
China Safety Science Journal | 2025, 35(3) : 169 - 178
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China Safety Science Journal | 2025, 35(3): 169-178
Safety engineering technology
Bearing behavior of inclined pile for transmission towers in loess soils under immersion
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Yulong ZHU1, Weiping CAO1, 2, Pin LYU1, Yue WANG1, Min ZHAO3
Affiliations
  • 1 School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an Shaanxi 710055,China
  • 2 Key Laboratory of Geotechnical and Underground Space Engineering,Xi'an Shaanxi 710055,China
  • 3 School of Civil Engineering,Xi'an Technological University,Xi'an Shaanxi 710021,China
Published: 2025-03-28 doi: 10.16265/j.cnki.issn1003-3033.2025.03.1128
Outline
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To improve the application of small-angle inclined piles in collapsible loess areas,finite element models of 2×2 pile groups with three different inclination angles were established. The modulus reduction method was employed to simulate the collapsibility effect of loess,and the influence of loading and soaking sequences on the bearing characteristics of pile groups with different inclination angles was analyzed. The results indicate that,based on the conducted tests of 0,10 and 15° pile groups,under both loading-before-soaking and soaking-before-loading conditions,the displacement of the pile cap and the settlement of the surrounding foundation soil are smaller for inclined pile groups compared to vertical pile groups. Moreover,the inclined pile group is less affected by the water-induced collapsibility of loess. However,the bending moment and shear force of the inclined piles are higher than those of the vertical piles. Compared to the loading-before-soaking condition,the soaking-before-loading condition results in smaller pile cap displacements and soil settlements but larger internal forces in the inclined pile shafts. Additionally,the shaft friction of inclined piles is smaller under the soaking-before-loading condition. Inclined pile groups with larger inclination angles demonstrate superior load-bearing capacity and resistance to loess collapsibility induced by soaking. Pre-soaking treatment of loess foundations effectively enhances the ultimate bearing capacity of pile group foundations.

collapsible loess  /  transmission towers  /  inclined pile group  /  ultimate bearing capacity  /  numerical simulation
Yulong ZHU, Weiping CAO, Pin LYU, Yue WANG, Min ZHAO. Bearing behavior of inclined pile for transmission towers in loess soils under immersion[J]. China Safety Science Journal, 2025 , 35 (3) : 169 -178 . DOI: 10.16265/j.cnki.issn1003-3033.2025.03.1128
Year 2025 volume 35 Issue 3
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2025.03.1128
  • Receive Date:2024-10-13
  • Online Date:2025-07-05
  • Published:2025-03-28
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  • Received:2024-10-13
  • Revised:2024-12-21
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Affiliations
    1 School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an Shaanxi 710055,China
    2 Key Laboratory of Geotechnical and Underground Space Engineering,Xi'an Shaanxi 710055,China
    3 School of Civil Engineering,Xi'an Technological University,Xi'an Shaanxi 710021,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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