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双套筒对非摩擦段钻孔灌注桩承载力影响试验研究 被引量:1
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作者 单正猷 陈诗萌 +2 位作者 方庆法 吴晓东 张虎成 《建筑施工》 2021年第4期704-706,共3页
设计试桩对于建筑物桩基选型及单桩竖向承载力的验证有重要作用。通常情况下,对于桩基非摩擦段的桩侧摩阻力,在试桩阶段一般将开挖面以上各土层桩身极限摩阻力标准值进行经验计算,再将其从试桩承载力中扣除后作为实际工程设计参数,但对... 设计试桩对于建筑物桩基选型及单桩竖向承载力的验证有重要作用。通常情况下,对于桩基非摩擦段的桩侧摩阻力,在试桩阶段一般将开挖面以上各土层桩身极限摩阻力标准值进行经验计算,再将其从试桩承载力中扣除后作为实际工程设计参数,但对于超深基坑的桩,开挖段长度更长,采用以现场试验值减去经验计算值的方法会造成更多误差,存在一定风险。为准确获得开挖后桩基的实际承载力,试验中对采用双套筒和不采用双套筒情况下桩基的承载力数据进行对比。经试验研究所总结的结论和经验可为相关项目提供参考。 展开更多
关键词 双套筒 非摩擦段 钻孔灌注桩 承载力 试验研究
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Analytic Solution to Nonlinear Dynamical System of Dragon Washbasin
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作者 贾启芬 李芳 +2 位作者 于雯 刘习军 王大钧 《Transactions of Tianjin University》 EI CAS 2004年第3期190-194,共5页
Based on phase-plane orbit analysis, the mathematical model of piecewise-smooth systems of multi-degree-of-freedom under the mode coordinate is established. Approximate analytical solution under the physical coordinat... Based on phase-plane orbit analysis, the mathematical model of piecewise-smooth systems of multi-degree-of-freedom under the mode coordinate is established. Approximate analytical solution under the physical coordinate of multi-degree-of-freedom self-excited vibration induced by dry friction of piecewise-smooth nonlinear systems is derived by means of average method, the results of which agree with those of the numerical solution. An effective and reliable analytical method investigating piecewise-smooth nonlinear systems of multi-degree-of-freedom has been given. Furthermore, this paper qualitatively analyses the curves about stationary amplitude versus rubbing velocity of hands and versus natural frequency of hands, and about angular frequency versus rubbing velocity of hands. The results provide a theoretical basis for identifying parameters of the system and the analysis of steady region. 展开更多
关键词 dry friction nonlinear vibration piecewise-smooth self-excited vibration average method
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