桩板路基植入预制混凝土桩工作性状研究
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1.河南省交通规划设计研究院股份有限公司;2.郑州大学土木工程学院;3.河南交通投资集团有限公司豫申项目部

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河南省交通运输厅科技项目(2021-2-14);河南省重点研发与推广专项项目(科技攻关)(232102240026);河南省住房与城乡建设科技计划项目(HNJS-2022-K45)


Performance of Implanted Precast Concrete Pile in Pile-Slab Embankment
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    摘要:

    【目的】由于预制混凝土桩在传统锤击沉桩施工中有穿越硬土层困难、对周围土体扰动大等问题,本文以安罗高速罗山至豫鄂省界段工程为实例,探索桩板路基装配化施工中扩成孔植入预制桩技术代替锤击施工的可行性和实际应用价值。【方法】通过现场载荷试验和数值模拟,对比分析扩成孔植入预制桩与直接锤击打入预制桩的工作性状,深入探讨扩成孔植入预制桩承载性能的影响因素。【结果】扩成孔植入预制桩外围的复合砂浆层能有效传递内部预制桩的荷载至周围土层,具有显著的扩径作用和对承载力的增强效果;内部预制桩与外围复合砂浆间有良好的相互作用,内部预制桩轴力随桩身逐渐降低,外围砂浆轴力呈现先增大后降低的变化趋势;复合砂浆的厚度和强度提升能进一步提高植入桩的整体承载性能。【结论】扩成孔植入预制桩的承载性能明显优于传统锤击打入预制桩。该技术不仅提高了施工质量,还显著增强了桩身的承载能力和稳定性,为桩板路基装配化施工提供了新的技术路径。

    Abstract:

    [Purposes] Addressing the technical challenges in the assembly construction of pile-slab embankment structures, particularly the difficulty in driving precast concrete (PC) piles through harder soil layers using traditional hammering methods, is crucial for enhancing the efficiency and quality of highway construction. This study focuses on the pile-slab embankment project of Luoshan to Henan-Hubei boundary section of Anluo Expressway. The aim is to explore and validate the feasibility and practical application value of the implanted PC pile technique. [Methods] Utilizing field load tests as the primary means, this study conducted a comprehensive and in-depth comparative analysis of the working behaviors of implanted PC piles and directly hammered PC piles. Additionally, numerical simulations were employed to delve into the influencing factors of the bearing capacity of implanted PC piles. [Findings] The test results revealed that the composite mortar layer surrounding the core pile can effectively transfer the load of the internal core pile to the surrounding soil layer, exhibiting significant diameter expansion and enhancement effects. The interaction between inner PC pile and outer composite mortar is obvious. As the pile depth increases, the axial force of the inner PC piles gradually decreases, while the axial force of the surrounding mortar exhibits a trend of first increases and then decreases. Furthermore, increasing the thickness and strength of the surrounding composite mortar contributes to further enhancing the overall bearing capacity of the implanted piles. [Conclusions] Under the same prefabricated pile conditions, the bearing behavior of implanted PC pile is superior to that of traditional directly driven prefabricated piles. This technique not only improves construction quality but also enhances the bearing capacity and stability of the pile bodies. It provides a new technical pathway and solution for the assembly construction of pile-slab embankment structures. This study contributes to advancing the technology and practice of highway construction, offering potential benefits for future infrastructure projects.

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  • 收稿日期:2024-12-03
  • 最后修改日期:2024-12-24
  • 录用日期:2024-12-27
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