人民长江
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杨磊
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摘要: 以沙漠地区某输电塔基础为背景,采用数值模拟方法探讨不同倾角及其他条件对斜桩荷载传递及其承载力的影响。有限元分析结果表明,桩身倾角不大于10°时,倾斜角对单桩的极限抗拔承载力影响不大,但会在桩身产生一定的弯矩以及在桩顶产生一定的水平位移。桩顶设置承台有助于减小斜桩的水平位移和桩身的弯矩。对倾角较大斜桩的抗拔承载力进行预估时,应该对桩顶以下一定范围内的的桩侧摩阻力予以折减。抗拔桩桩端侧阻力总体呈现弱化现象。
关键词: 斜桩, 抗拔承载力, 桩弯矩, 侧摩阻力
Abstract:
Based on the foundation of a transmission tower in desert area, we discuss the load transfer and bearing capacity of inclined piles under different angles and related conditions via numerical simulation method. The finite element analysis results show: when pile inclination is no more than 10°, the angle has little effect on the ultimate uplift bearing capacity of a single pile, however it may generate a certain bending moment in the body of the pile and a certain horizontal displacement on the top. The pile cap is helpful to reducing horizontal displacement and bending moment of the pile. In calculation of the vertical uplift bearing capacity of inclined pile with a large inclination angle, the lateral friction resistance below the top of the pile should be discounted to a certain extent. The lateral friction at the ends of the pile shows a weakening trend generally.
Key words: inclined pile, anti-uplifting bearing capacity, bending moment, lateral friction resistance
杨磊. 沙土中抗拔斜桩承载力特性研究[J]. 人民长江, doi: 10.16232/j.cnki.1001-4179.2016.19.017.
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http://www.rmcjzz.com/CN/Y2016/V47/I19/87