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1)  working load
桩顶荷载
1.
Field tests and numerical simulation of working load influences on negative skin friction behaviors of piles;
桩顶荷载影响负摩阻力的现场试验与数值模拟
2.
The differences of negative skin friction(NSF) character between pile with working load and without working load are compared.
比较了在桩顶荷载作用下的负摩阻力特性与无桩顶荷载时的差异,指出不考虑桩顶荷载的中性点位置最低,下拽力最大。
2)  pile top load versus settlement curves
桩顶荷载-桩顶沉降曲线
1.
Based on field loading test pile data in three engineering sites,it had a fitting analysis on the pile top load versus settlement curves(Q-S curves) and had a bearing capacity calculation of thin-wall cast-in-situ tubular piles.
基于3个场地共13根桩的现场试验资料,对现浇混凝土薄壁筒桩进行了桩顶荷载-桩顶沉降曲线的数学拟合和承载力计算。
3)  Pile top axial load
桩顶轴向荷载
4)  load distribution of pile tip
桩顶荷载分配
5)  pile shaft compression versus pile peak loads
桩身压缩-桩顶荷载曲线
6)  pile load-settlement curve
桩顶荷载-沉降关系
1.
In this paper, the three parameters load transfer function of pile skin and bottom is recommended, and the iterative arithmetic to compute pile load-settlement curve is given.
 介绍了桩身和桩端的三参数荷载传递函数模型,推导了桩顶荷载-沉降关系P-S曲线的迭代算法,讨论了荷载传递函数模型中各参数对桩顶荷载-沉降关系曲线的影响;采用该文所推导的桩顶荷载-沉降关系P-S曲线的迭代算法,计算了南京两个实际工程中的两根大直径桩的桩顶荷载-沉降关系曲线,计算的曲线与静载试验得到的曲线吻合很好。
补充资料:顶桩
1.上端支承建筑物的木桩。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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