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On bracing mechanism and stability of two-row inclined-vertical retaining piles
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Weiping CAO1, Hannan XIAO**, 1, Longping LUO1, Pin LYU1, Ming ZHAO2
China Safety Science Journal | 2025, 35(6) : 60 - 69
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China Safety Science Journal | 2025, 35(6): 60-69
Safety engineering technology
On bracing mechanism and stability of two-row inclined-vertical retaining piles
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Weiping CAO1, Hannan XIAO**, 1, Longping LUO1, Pin LYU1, Ming ZHAO2
Affiliations
  • 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an Shaanxi 710055, China
  • 2College of Architecture and Civil Engineering, Xi'an Technological University, Xi'an Shaanxi 710021, China
Published: 2025-06-28 doi: 10.16265/j.cnki.issn1003-3033.2025.06.1145
Outline
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In order to enhance the application of double-row inclined-vertical pile composite support in loess foundation pits, model tests were conducted to investigate the displacement, internal force, and earth pressure changes of forward-inclined rear-vertical double-row piles and double-row inward-inclined pile support structures during excavation. Numerical analysis was also used to explore the effect of pile inclination on support performance. The results show that the horizontal displacement of the pile body and surface settlement outside the pit are both smaller in the inward-inclined double-row pile support compared to the forward-inclined rear-vertical pile support. Additionally, the maximum axial force, bending moment, and net earth pressure on the front row piles are also lower. As the pile inclination increases, the pile top displacement, surface settlement outside the pit, and the maximum axial force of the pile body decrease, while the maximum bending moment and the safety factor of the foundation pit increase. In the double-row inclined-vertical pile support structure, the front inclined piles function to brace internally, retain the soil, and enhance structural safety and stability, whereas the rear vertical piles serve to anchor, transfer, and distribute earth pressure. Together, they improve the overall stability of the support system. During excavation, the stress path of the soil outside the pit initially moves away from and then approaches the failure Kf line. A greater pile inclination results in the stress path staying further from the Kf line. Comparatively, the stress path of the inward-inclined double-row pile support stays further from the principal stress Kf line, leading to higher safety and stability of the foundation pit.

double-row inclined-vertical piles  /  forward-inclined rear-vertical double-row piles  /  support performance  /  stability  /  model test  /  numerical simulation
Weiping CAO, Hannan XIAO, Longping LUO, Pin LYU, Ming ZHAO. On bracing mechanism and stability of two-row inclined-vertical retaining piles[J]. China Safety Science Journal, 2025 , 35 (6) : 60 -69 . DOI: 10.16265/j.cnki.issn1003-3033.2025.06.1145
Year 2025 volume 35 Issue 6
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2025.06.1145
  • Receive Date:2025-02-15
  • Online Date:2026-07-08
  • Published:2025-06-28
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  • Received:2025-02-15
  • Revised:2025-04-18
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Affiliations
    1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an Shaanxi 710055, China
    2College of Architecture and 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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