1) ultimate tip resistance
极限端阻力
1.
Failure surface shape of pile tip and ultimate tip resistance was obtained according to Mohr-Column failure criteria.
根据莫尔-库仑破坏准则得出了桩端的破坏面形状以及极限端阻力。
2.
Some methods are put forward to evaluate ultimate flank friction and ultimate tip resistance of piles according to the geotechnical engineering condition in Guangzhou.
结合广州地区岩土工程条件,提出了桩的极限侧阻力和极限端阻力的计算方法,并将之应用于实际工程桩基础设计中。
2) ultimate resistance of pile tip
桩的极限端阻力
3) ultimate tip resistance of pile
桩极限端阻力
5) end-resistance of pile
极端阻力
6) resistance normal value at boundary edge
极限端阻力标准值
1.
Taking the two engineering of fine sand as bearing course at pile end as example,the sampling value problem of resistance normal value at fine sand boundary edge was calculated and discussed,and the resistance normal value at boundary edge of medium and density fine sand at Qinhuangdao area was provided.
以细砂作桩端持力层的两项工程为例,计算并探讨了细砂极限端阻力标准值的取值问题,提出了秦皇岛地区中密~密实细砂的极限端阻力标准值,建议参考使用本成果时,必须以载荷试验验证。
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