大直径冲击打桩用高能离心模型桩锤的研制

IF 1.2 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL International Journal of Physical Modelling in Geotechnics Pub Date : 2023-09-25 DOI:10.1680/jphmg.21.00096
Juliano A. Nietiedt, Mark F. Randolph, Christophe Gaudin, James P. Doherty
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引用次数: 0

摘要

为了满足清洁能源的需求,海上风电行业在全球范围内继续迅速扩张。研究单桩在循环横向加载下的性能需要复制安装过程以及循环加载制度。这为开发用于土工离心机的模型打桩锤提供了动力。本文介绍了一种新型模型级离心冲击锤,该冲击锤能够在飞行中将大直径桩打入致密沉积物中,并具有可变能量的灵活性。新锤由一对旋转凸轮启动,改进了20世纪80年代开发的气动启动锤,提供更大的能量和更好的可靠性。本文提供了锤子的全部细节,以及在80g加速度下获得的数据,在不到1000次的击打中,将直径4米(模型比例为50毫米)的原型桩打入密集的干沙中,深度超过20米(超过5倍直径)
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Development of a high-energy centrifuge model pile hammer for impact-driving large diameter piles
The offshore wind industry continues to expand rapidly around the world in response to demand for clean energy. Research to investigate monopile performance under cyclic lateral loading needs to replicate the installation process as well as the cyclic loading regimes. This has provided the impetus for the development of model pile driving hammers for use in geotechnical centrifuges. The paper presents a new model-scale centrifuge impact-hammer that is capable of in-flight driving of large diameter piles into dense sediments with the flexibility of varying energy during a test for a more controlled installation. The new hammer is activated by a pair of rotating cams, improving on the pneumatically activated hammer developed in the 1980s, giving greater energy and much better reliability. This paper provides full details of the hammer, together with data obtained at 80 g acceleration, driving prototype 4 m diameter (50 mm in model scale) piles into dense dry sand to depths of over 20 m (over 5 diameters) in less than 1000 blows
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来源期刊
CiteScore
3.60
自引率
15.80%
发文量
26
期刊介绍: International Journal of Physical Modelling in Geotechnics contains the latest research and analysis in all areas of physical modelling at any scale, including modelling at single gravity and at multiple gravities on a centrifuge, shaking table and pressure chamber testing and geoenvironmental experiments.
期刊最新文献
Effect of facing stiffness on GRS walls under surcharge loading-unloading Centrifuge modelling of groundwater variation induced settlement using different scaling methods Physical model test study on strength characteristics of gravel pile composite foundation Pressure and thermal effects on Rayleigh fiber-optic strain measurment for soil-structure interaction Scaling laws for the modelling of energy geostructures
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