金爱兵, 吴顺川, 高永涛. 复合锚固桩的承载特性及工程应用[J]. 工程科学学报, 2007, 29(5): 461-464,527. DOI: 10.13374/j.issn1001-053x.2007.05.004
引用本文: 金爱兵, 吴顺川, 高永涛. 复合锚固桩的承载特性及工程应用[J]. 工程科学学报, 2007, 29(5): 461-464,527. DOI: 10.13374/j.issn1001-053x.2007.05.004
JIN Aibing, WU Shunchuan, GAO Yongtao. Bearing behavior of a composite bolt pile and its engineering application[J]. Chinese Journal of Engineering, 2007, 29(5): 461-464,527. DOI: 10.13374/j.issn1001-053x.2007.05.004
Citation: JIN Aibing, WU Shunchuan, GAO Yongtao. Bearing behavior of a composite bolt pile and its engineering application[J]. Chinese Journal of Engineering, 2007, 29(5): 461-464,527. DOI: 10.13374/j.issn1001-053x.2007.05.004

复合锚固桩的承载特性及工程应用

Bearing behavior of a composite bolt pile and its engineering application

  • 摘要: 利用数值模拟方法对复合锚固桩的加固机理以及其承载性能进行了比较系统的分析,并将复合锚固桩技术成功地应用于多处地基加固工程.数值模拟结果及工程检测结果均表明:复合锚固桩改善了单根锚固桩桩体局部承载特性,桩体承载综合有效因子明显增加,桩体承载能力大大提高.

     

    Abstract: The bearing behavior and reinforcement mechanism of a composite bolt pile was studied through numerical calculation with the FLAC soft. The composite bolt pile was successfully used in several ground-reinforcing engineering. The results of numerical simulation and engineering monitoring show that the bearing behavior of the composite bolt pile is improved in comparison with a single bolt pile, the effective factor and bearing capacity of the pile are obviously enhanced.

     

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