两层土中长桩的力学性能研究

Fuling Liu
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引用次数: 0

摘要

尽管长桩已经得到了广泛的应用,但这类基础的荷载传递机理至今仍不清楚,长桩的设计计算基于普通桩的理论,尚未进行现实的计算。超长桩目前还没有基于超长桩的标准设计方法,对超长桩的承载变形机理进行深入研究,存在理论与实践的矛盾,因此,开展超长桩承载特性研究并提出合理的长桩设计方法不仅是理论研究,也是自身发展的需要,更是工程的迫切要求。本文研究了均质土中长桩的受力特性有限元模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Notice of RetractionStudy on behaviors of lengthy pile in two-layer soil
Despite the long piles have been widely used, but this type of foundation of the load transfer mechanism is still unclear so far, long pile design calculation based upon the theory of ordinary pile, has not yet realistic calculation. Super-long pile is not the current standard design method based on super-long pile load-bearing deformation mechanism based on in-depth study, there is the contradiction between theory and practice, therefore, to carry out super-long pile bearing properties study and propose a reasonable long pile design approach is not only a theory, the need for self-development, but is also an urgent requirement engineering. In this paper, finite element model of long piles in homogeneous soil bearing characteristics.
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