1) bulb resistance
盘端阻力
1.
The ultimate bearing capacities are determined,the load transfer mechanism is analysed,and the distribution and development of the skin-friction resistances,the bulb resistances and the tip resistances of DX piles of this kind are studied.
通过现场静荷载试验,对以稍密粉砂、中密粉砂和中密粉细砂为承力盘持力层和以中密粉细砂为桩端持力层的四节DX挤扩灌注桩的极限承载力进行判定,分析桩的荷载传递机理,并对桩侧阻力、盘端阻力和桩端阻力的分配及其发展规律进行研究,最后对DX桩在WW大厦的应用情况给予介绍。
2.
Their ultimate bearing capacities is determined,its load transfer mechanism is analysed,and the distribution and development of the skin-friction resistances,the bulb resistances and the tip resistances of DX piles of these two kinds are studied.
通过现场静荷载试验,在膨胀土地基中对桩身穿越大气影响深度并以硬塑黏土为承力盘和桩端持力层的单节DX挤扩灌注桩及以硬塑黏土为上承力盘持力层和以硬塑—坚硬黏土为下承力盘和桩端持力层的两节DX挤扩灌注桩的极限承载力进行判定,分析其荷载传递机理,并对两类桩的侧阻力、盘端阻力和桩端阻力的分配及其发展规律进行研究。
2) end capacity of disk
支盘端阻力
3) resisting force at the end of load bearing plate
承力盘端阻力
1.
By a static load experiment on DX pile, a test on axial force of pile body ,and a test and study on high and low strain force, the paper discusses load bearing characters and deforming failure mechanism about DX pile and states that most of load on DX pile is shared by resisting force at the end of load bearing plate.
通过对DX桩的静载试验、桩身轴力检测试验及高低应变动测试验与研究 ,论述了DX桩的受力特性及其变形破坏机理 ,提出DX桩的承载力大部分由承力盘端阻力分担 ,因此合理设计DX桩的承力盘数量及盘间距 ,能充分发挥桩周地基土的承载能
4) tip resistance
端阻力
1.
On the basis of three-dimensional finite element method,the lateral friction resistance,the tip resistance and socket length of rock-socketed pile are analyzed and calculated.
用三维有限单元法对嵌岩灌注桩的桩侧阻力、端阻力、嵌岩深度进行了分析计算。
2.
By analyzing test data,the vertical bearing capacity,lateral friction and tip resistance of the diaphragm wall foundation were studied.
通过对试验数据分析,得出了地下连续墙基础的竖向承载力、侧摩阻力及端阻力的发挥特性。
3.
Upon the axial static test and resistance distribution tests of large rock socketed piles under loading,the datum of characteristic of tip resistance and shaft resistance and P~S curve are analyzed.
通过对大直径嵌岩桩静载与桩侧阻力、端阻力分布现场测试,分析讨论了嵌岩桩在荷载作用下的P-S关系特性以及端阻力、侧阻力分布规律,进而得到嵌岩桩荷载传递基本规律及承载力特征。
5) end resistance
端阻力
1.
A new way is proposed to obtain the recommended tabular statistic features of the standard prefabricated piles in Shanghai, and the process to obtain the statistic features of the lateral tensile friction resistance and the end resistance is introduced, as well as the way to calculate the reliability of the prefabricated piles based thereon.
介绍了预制桩侧摩阻力统计特性和端阻力统计特性获取的过程,以及在此基础上进行预制桩可靠度计算的方法。
2.
The compressive end resistance and tensile resistances of the plate are compared with each other.
而各种扩底桩和支盘(岔)桩的抗拔端阻力研究较少,也缺少必要的试验资料。
6) pile tip resistance
桩端阻力
1.
According to the results of six in-situ pile load tests of boring cast-in-situ piles after grouting at the piles tips and the tress distributions of three of those piles,theirQ-scurves,tress transferring of piles,pile side frictions and pile tip resistances affected by grouting,were analyzed in details.
依据某工程6根支于砾卵石层且经桩端后注浆的冲孔灌注桩单桩竖向抗压静载试验及其中3根试验桩桩身受力测试结果,对其Q-s曲线的特性、桩身轴力传递机理、桩侧阻力和桩端阻力发挥性状进行分析,揭示了注浆后冲孔灌注桩的承载性状及桩侧、桩端阻力的发挥性状,对冲孔灌注桩的设计和深入研究提供参考。
2.
Based on the results of statical load test of pile and the plate loading test of deep layer,the paper has analysed the tip resistace of an artificial digging hole pile taking gravel sand layer as bearing bed and discussed potentialities of its ground and then the eigenvalue of pile tip resistance is put forward.
根据桩静载荷试验、深层平板载荷试验结果 ,对以砂卵石层为桩端持力层的人工挖孔桩桩端阻力进行了分析 ,并探讨了其地基潜力 ,同时提出了桩端阻力特征值的取
3.
By static loading test and field test of loading transmission the influence of slime at pile botton to ultimate bearing capacity, pile tip resistance, side friction of pile are analyzed and effective measures are also proposed.
本文通过对超长大直径钻孔灌柱桩静载试验及荷载传递性状的现场测试 ,分析了桩底沉渣对单桩极限承载力及桩端阻力、桩侧摩阻力的影响机理 ,并提出了减少沉渣影响的有效措
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