水平荷载对单桩竖向承载力影响研究
수평하재대단장수향승재력영향연구
Study on effect of horizontal load for single pile vertical bearing capacity
  • 万方数据
    山西建筑 산서건축
    SHANXI ARCHITECTURE
    2015年 11期 46-47,48 ,共3页

    陈娜宁%亓路宽%魏赞洋

    진나저%기로관%위찬양

    数值模拟%水平荷载%竖向承载力 數值模擬%水平荷載%豎嚮承載力
    수치모의%수평하재%수향승재력
    ABAQUS%horizontal load%vertical bearing capacity
    基于Mohr-Coulomb强度理论并结合数值模拟分析方法，对不同土体中纯摩擦桩在水平荷载作用下单桩竖向承载力的变化进行了理论分析，结果表明：水平荷载作用下桩基础的竖向承载力会有所下降。
    기우Mohr-Coulomb강도이론병결합수치모의분석방법，대불동토체중순마찰장재수평하재작용하단장수향승재력적변화진행료이론분석，결과표명：수평하재작용하장기출적수향승재력회유소하강。
    Based on Mohr-Coulomb strength theory and combined with the finite element software ABAQUS,the change of the vertical ultimate bearing capacity of pile is analyzed theoretically,aiming at the pure friction pile in different soil under different levels of horizontal load. The re-sults show that vertical bearing capacity of single pile will fall under the horizontal load.
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