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1)  lining friction
衬砌摩阻力
1.
The distribution and calclation methods of driven force along the shield circle and lining friction along the longitudinal tunnel under soft foundation are presented according to the experiment data from the Xinzha tunneling, construction of No.
结合地铁一号线新闸路隧道施工实测数据,提出了盾构在上海地区软土地基中最大推进力及其沿盾构环向分布、地铁隧道衬砌摩阻力沿隧道轴线的分布规律。
2)  internal force of lining
衬砌内力
3)  lining structure stress
衬砌应力
4)  prestressed liner
预应力衬砌
1.
3-D nonlinear limited element analysis for prestressed liner structure of the tunnel passing through the Yellow River;
穿黄隧洞预应力衬砌结构三维非线性有限元分析
5)  water pressure upon lining
衬砌水压力
1.
Systemic research is based on the case project of Qiyueshan Tunnel,take means of theoretical analysis and field monitoring,study on the distribution rule of water pressure upon lining in subject to high hydraulic pressure mountain tunnel.
本文以齐岳山隧道为工程背景,通过理论分析、现场监测等手段,对高水压岩溶隧道衬砌水压力特征进行了研究,主要研究内容和成果如下:1。
6)  total internal forces of lining
衬砌总内力
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。
  
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