Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance of Under-Reamed Piles Subjected to Harmonic Vibration Considering Geometric Variation
This study aims to investigate the performance of under-reamed piles under vertical harmonic vibration. A 3D finite element model has been developed and the effect of geometrical features of pile like aspect ratio, number of bulbs, and bulb spacings are being explored in this study. Under-reamed piles having a stem diameter of 0.2 m and bulb diameter of 0.5 m, under eccentric moments of 0.005 kg-m, 0.01 kg-m, and 0.02 kg-m were considered. Variations of geometries included length of the pile (4 m, 5 m, and 6 m), aspect ratios (20, 25, and 30), number of bulbs from 1 to 3, and bulb spacing (0.5 m, 0.75 m, and 1 m). The study concluded that an increase in length and bulb numbers highly influenced the performance of under-reamed piles by reducing amplitude to a better extent. However, an increase in spacing between bulbs exhibits negligible variations in resonant amplitude when subjected to dynamic loading.
Performance of Under-Reamed Piles Subjected to Harmonic Vibration Considering Geometric Variation
This study aims to investigate the performance of under-reamed piles under vertical harmonic vibration. A 3D finite element model has been developed and the effect of geometrical features of pile like aspect ratio, number of bulbs, and bulb spacings are being explored in this study. Under-reamed piles having a stem diameter of 0.2 m and bulb diameter of 0.5 m, under eccentric moments of 0.005 kg-m, 0.01 kg-m, and 0.02 kg-m were considered. Variations of geometries included length of the pile (4 m, 5 m, and 6 m), aspect ratios (20, 25, and 30), number of bulbs from 1 to 3, and bulb spacing (0.5 m, 0.75 m, and 1 m). The study concluded that an increase in length and bulb numbers highly influenced the performance of under-reamed piles by reducing amplitude to a better extent. However, an increase in spacing between bulbs exhibits negligible variations in resonant amplitude when subjected to dynamic loading.
Performance of Under-Reamed Piles Subjected to Harmonic Vibration Considering Geometric Variation
Transp. Infrastruct. Geotech.
Sudhi, Deepthi (Autor:in) / Dey, Subhabrata (Autor:in) / Biswas, Sanjit (Autor:in)
Transportation Infrastructure Geotechnology ; 11 ; 2953-2972
01.10.2024
20 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Performance of Under-Reamed Piles Subjected to Harmonic Vibration Considering Geometric Variation
| Springer Verlag | 2024
| Online Contents | 2009
Multiple Basements on Deeper Under-Reamed Piles
| British Library Conference Proceedings | 1994
Behaviour of Under-Reamed Piles in Shedi Soil
| British Library Conference Proceedings | 1996