1) limited shaft resistance
极限摩阻力
1.
Based on elastic-perfectly plastic and bilinear load transfer functions for soil surrounding the pile shaft and under the pile tip respectively,a closed analytical solution was presented for predicting nonlinear response of axially loaded piles,considering that the limited shaft resistance and the shear stiffness coefficient varied linearly with depth.
以桩侧土和桩端土分别采用弹性–全塑性和双线性硬化荷载传递函数为基础,推导了轴向荷载作用下考虑桩侧极限摩阻力和剪切刚度系数随深度线性变化的单桩弹塑性解析解,得到了荷载-沉降、桩身位移、轴力等计算公式。
2) ultimate side friction
极限侧摩阻力
1.
Based on results of pile-loading tests and by using the linear least-square method, ultimate side friction values of strata around pile are obtained.
根据静载试验成果,用线性最小二乘法求得了桩周各地层的极限侧摩阻力数值,其结果对本地区合理确定各地层极限侧摩阻力具有重要价值,同时也证明了该方法的有效性。
3) ultimate lateral friction of pile
桩极限侧摩阻力
4) limit shaft resistance of pile
桩侧极限摩阻力
5) ultimate resistance
极限阻力
1.
Analysis of ultimate resistance of anti-slide pile using FEM;
抗滑桩极限阻力的有限元分析
2.
Rock strength characteristics and research on rock-socketed pile-tip ultimate resistance
岩石强度特性与嵌岩桩桩端极限阻力
6) unified ultimate skin friction
统一极限摩阻
1.
Based on the axial Winkler foundation model,both elastic closed form solutions and elasto-plastic solutions using a unified ultimate skin friction along pile shaft in conjunction with finite difference methods are presented in this paper.
本文推导了基于轴向Winkler地基模型的抗拔桩弹性解答和基于统一极限摩阻分布(由Nc,αs和n三参数描述)的弹塑性有限差分求解方法,编制了相应的程序。
补充资料：肺循环阻力(或全肺阻力)
肺循环阻力(或全肺阻力)
pulmonary circulation resistance
血液在肺部血管内流动时和血管壁之间的摩擦力和血液内部的摩擦阻力。肺动脉管壁较薄，分支短而管径大，故肺动脉的可扩性较大，对血流的阻力很小，仅0.12PRU(外周阻力单位)。肺循环动脉部分总的阻力和静脉部分总的阻力相等，故血液流动时在动脉部分的压力降落和静脉部分的压力降落相等。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条