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Grey relational analysis of influencing factors of bearing capacity for super-long bored piles

机译：超长钻孔桩承载力影响因素的灰色关系分析

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摘要

The super-long bored pile has several characteristics of bearing capacity which is different from the common pile foundation due to the large length-diameter ratio. This type pile is mainly affected by the length-diameter ratio, length of pile, beside soil of piles, bottom soil of piles, and material of the pile and construction technology. Different factors have various effects on its bearing capacity, and away from a larger degree of influence on the type of engineering. This paper studied the effects of various factors on the bearing capability of super-long bored pile by using the grey relational analysis method, and sorts the influence factors. This provided theory evidence for the design and construction of the super-long bored pile in the similar engineering, which has a certain reference value.
机译：超长钻孔桩具有几种轴承能力特性，由于长度直径比，与普通桩基不同。这种型桩主要受限于长度直径比，桩长度，桩土壤，桩底土壤和桩和施工技术的材料。不同因素对其承载力有各种影响，远离更大程度的工程类型。本文研究了各种因素对超长钻孔轴承能力的影响，采用灰色关系分析方法，对影响因素进行了分类。这提供了在类似工程中的超长钻孔桩的设计和构造的理论证据，具有一定的参考价值。

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