1) negative friction
负摩阻力效应
2) negative friction force
负摩擦力
1.
The negative friction force has a close relation with soil qualit.
以冻结法施工的某矿副井为例 ,编制有限元程序 ,对冻结壁融沉作用在井壁上负摩擦力进行弹塑性分析 ,初步得到该负摩擦力的分布规律及影响因素 ,即该融沉负摩擦力在深度方向上由地表到中上部呈递增 ,然后呈递减 ;融沉负摩擦力与土层的性质、水平侧压力大小、融沉量等因素密切相关。
2.
After performing the inverse Laplace transform,the variations of negative friction force and the dissipation of the pore pressure in the time-space domain for a pi.
根据Biot固结理论,采用Laplace和Hankel变换方法得到了半空间饱和土体内受垂直载荷作用下的变换域内基本解,再根据虚拟桩法,得出了单桩的第二类Fredholm积分方程,最后通过对积分方程的数值求解得出了在圆形载荷作用下,单桩桩侧的负摩擦力以及桩的孔压消散变化的情况。
3) negative friction resistance
负摩阻力
1.
Calculation of negative friction resistance of pile foundation in collapsible loess region;
湿陷性黄土地区桩基的负摩阻力计算
2.
The strata melts to sink,and producing strata to press newly,the negative friction resistance is produced around the venical pit.
地层融陷,形成新地压,在竖井周围,产生负摩阻力;第三系泥岩受承压水侵蚀膨胀,造成井壁破裂。
4) negative friction
负摩擦力
1.
Design of negative friction of pile foundation and its application;
关于桩基础负摩擦力设计和应用实例报告
2.
By applying theories of Fuzzy sets,proposal is offered of an analytic method of Fuzzy inversion of negative friction on shafts through de watered subsiding grounds.
采用模糊集理论,提出了一种模糊反演疏水沉降地层井筒负摩擦力的分析方法。
3.
Another procedure was compiled based on the load transfer function method to calculate the negative friction on the displacement pile which was induced by the soil reconsolidation around the pile.
基于比奥固结理论和ADINA有限元程序,分析了打桩完成后土中超孔隙水压力的消散和桩周土随时间固结沉降情况;然后结合荷载传递函数法,编制计算程序,对某一具体工程桩周土体重固结引起的在挤土桩上产生的负摩擦力及其时效性进行了研究。
5) Negative frictional force
负摩擦力
1.
Discussion on negative frictional force of big-diameter pile and its shape & properties;
大直径桩的负摩擦力及性状的探讨
2.
On the basis of testing results,the authors analyse the reasons of shaft lining fracture,such as excessively practical frozen pressure and unfavourable influence of the negative frictional force,and put forward some of the methods which could be used to prevent shaft cining fracture.
在此基础上,分析了井壁破坏的原因,如实际冻结压力偏大,负摩擦力的不利影响等,提出了防止井壁破坏的措施。
6) negative skin friction
负摩阻力
1.
Model tests on negative skin friction of rectangular closed diaphragm wall foundation;
矩形闭合地下连续墙基础负摩阻力模型试验研究
2.
Field tests on negative skin friction along piles caused by seismic settlement of loess;
黄土场地震陷时桩基负摩阻力的现场试验研究
3.
Numerical simulation of negative skin friction on single pile in multiple layer deposits;
多层地基单桩负摩阻力的数值模拟计算
参考词条
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。