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首页> 外文期刊>Canadian Geotechnical Journal >Evaluation of installation effects on set-up of field displacement piles in sand
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Evaluation of installation effects on set-up of field displacement piles in sand

机译:砂中野外排量桩建造的安装效应评价

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The paper presents results from a new series of tests on displacement piles in sand, involving different installation modes, and combines these with results from previous tests at the same site as well as with test data at two other well-investigated sand sites to provide fresh insights into factors affecting "short-term" capacity and set-up of shaft friction. It is shown that the shaft capacity measured shortly after installation reduces systematically with the logarithm of the number of impact blows or jacking increments per unit shaft area imparted during installation. However, the degree of set-up of shaft friction for piles increases with an increase in the number of blows, and piles installed using a large number of blows can attain highest "long-term" shaft capacities, despite having the lowest short-term capacity. The tests indicated that the driving impact frequency had a relatively small influence on shaft friction, while piles installed by vibration attain short-term capacities comparable to driven impact piles, but showed negative set-up.
机译:本文提出了一系列新的一系列测试,涉及不同的安装模式,并将这些与同一站点的先前测试的结果相结合,以及在另外两次调查的砂部位的测试数据提供新鲜影响影响“短期”能力和轴摩擦建设的因素的见解。结果表明,在安装后不久测量的轴容量随着在安装期间施加的每单位轴区域的撞击吹或抬起的数量而系统地减少。然而,对于桩的轴摩擦的建造程度随着吹量的数量的增加而增加,并且使用大量打击安装的堆可以获得最高的“长期”轴容量,尽管存在最低的短期容量。该测试表明,驱动冲击频率对轴摩擦的影响相对较小,而振动安装的桩均达到与驱动冲击桩相当的短期容量,但显示出负面设置。

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