1·The experience formula to calculate the ultimate bearing capacity is obtained.
推导出了计算钢管煤矸石砼偏心受压构件承载力的经验公式；
2·This paper intends to illustrate the ultimate bearing capacity of pile in soft foundation.
讨论软岩地基中基桩极限承载力问题。
3·Ultimate bearing capacity of cable-girder anchorage zone was calculated by nonlinear FE analysis.
采用非线性有限元方法计算了索梁锚固区的极限承载力。
4·It is of important significance to study the ultimate bearing capacity of foundation in three-dimensional stress.
研究三向应力状态下条形地基极限承载力问题具有重要的理论和实际意义。
5·This paper also makes the prospect of further research on the ultimate bearing capacity of steel tubular scaffold.
本文同时也对扣件式钢管脚手架极限承载力的进一步研究进行了展望。
6·The basic wreck model is founded according to Prandtl-Reissner solution of ultimate bearing capacity of foundation.
该法从地基极限承载力的普朗德尔·瑞斯纳解答的滑裂面出发，建立基本破坏模式。
7·The GM (1, 1) model has been established by means of grey theory to predict ultimate bearing capacity of single pile.
运用灰色理论，建立了GM(1,1)模型来预测单桩极限承载力。
8·The result indicates that the inverse gradient method can forcast the ultimate bearing capacity of single pi le well.
结果表明：逆斜率法能较好地预测单桩极限承载力。
9·In this paper, the vertical ultimate bearing capacity of single pile has been studied by using FEM as numerical method.
针对静载荷实验确定单桩极限承载力的局限性，采用有限元分析方法作为单桩极限承载力静载实验的有益补充。
10·The effects of soil friction Angle and coefficient of consolidation on pile ultimate bearing capacity were both analysed.
固结系数决定着桩的极限承载力在初期的发挥，但并不影响桩的最终极限承载力。