静力安装深桩基础设计优化

M. Huisman, M. Ottolini, B. Cerfontaine, M. Brown, C. Davidson, Y. Sharif, S. Robinson
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引用次数: 1

摘要

本文针对无明显水下噪声的近海环境下安装桩的概念,进行了初步的试验和分析研究。这个概念用一组紧密间隔的小桩取代了大直径的桩。桩是通过千斤顶循环逐步安装的。在每个循环中,一个桩被依次向下推或向上移动,同时作为反作用力桩。这一过程在岩土梁离心机中进行了物理模拟,并根据这些测试开发了预测模型并进行了校准。然后进行了参数化研究,以优化集束设计,减少工具重量,以达到给定的安装深度或集束容量。较小的桩径更有利于减少集束安装过程中必要的工具重量,但需要相当长的桩来实现目标容量。全面优化具有成本效益的桩群需要额外的限制,例如横向容量(此处未研究)和预期安装时间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Design Optimisation of Deep Pile Foundations Installed by Static Forces
This paper presents preliminary experimental and analytical investigations of the push-in pile concept, which aims at installing piles in the offshore environment without significant underwater noise. The concept replaces a large diameter pile with a cluster of closely spaced smaller piles. The piles are installed progressively by cycles of jacking. During each cycle, a pile is successively pushed downwards or moved upwards while used as a reaction pile. This process was physically modelled in a geotechnical beam centrifuge and a predictive model was developed and calibrated against these tests. A parametric study was then undertaken to optimise the cluster design and reduce the tool weight necessary to achieve a given installation depth or cluster capacity. Smaller pile diameters are more beneficial to reduce the necessary tool weight during the cluster installation, but require considerably longer piles to achieve the target capacity. The full optimisation of a cost-effective pile cluster will require additional constraints, such as the lateral capacity (not investigated here) and expected installation time.
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