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机译:竖向荷载桩可靠性的敏感性分析
C-TAC, School of Engineering, University of Minho, Guimar(a~)es, Portugal;
Department of Civil Engineering, Gifu University, Gifu, Japan;
C-TAC, School of Engineering, University of Minho, Guimar(a~)es, Portugal;
LABEST, Faculty of Engineering of the University of Porto, Porto, Portugal;
deep foundation; pile design; probability of failure; reliability theory; spatial variability; standard penetration test; uncertainties; vertical bearing capacity;
机译:基于可靠度分析的竖向荷载分项系数确定
机译:竖向注浆的扩孔桩加固分析
机译:非线性土桩作用下水平荷载桩的可靠度分析
机译:基于可靠度分析的竖向受力桩局部因素确定
机译:竖向加载的H型钢桩的桩设置,动态施工控制以及荷载和阻力系数设计。
机译:考虑碎石破碎特性的竖向荷载桩分析
机译:竖向荷载桩可靠性的敏感性分析
机译:砂土中轴心受压桩数值分析的荷载传递准则。第2部分。钢和混凝土桩的荷载承载力曲线