1) end-friction
端阻
1.
The effect of repeated static load test on pile friction-resistance and end-friction
重复静载荷试验对桩侧阻和端阻的影响
2.
The results indicate that the side and end resistance around the pile increase greatly, and the poured pile has the powerful continuous end-friction and bottom-friction.
结果表明,桩周附近的侧阻与端阻有了较大幅度的提高,而且注浆桩将具有强劲的后继端阻和侧阻。
2) side friction and base resistance of pile
侧阻与端阻
3) 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。
4) 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。
5) 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
6) toe resistance
桩端阻力
1.
Mobilization of toe resistance of piles with local displacement in sand;
砂土中桩端阻力随位移发挥的内在机理研究
补充资料：酬江西卢端公蓝口阻风见寄之什
【诗文】：
又携刀笔泛膺舟，蓝口风高桂楫留。
还似郢中歌一曲，夜来春雪照西楼。
【注释】：
【出处】：
全唐诗：卷538-44
又携刀笔泛膺舟，蓝口风高桂楫留。
还似郢中歌一曲，夜来春雪照西楼。
【注释】：
【出处】：
全唐诗：卷538-44
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