Field measurements regarding the influence of the installation method on soil plugging in tubular piles
Tóm tắt
Soil plugging in open-ended piles leads to an increase in compressive bearing capacity but also influences pile driving resistance. Many different factors affect the tendency for soil plugging, for example, pile diameter, penetration depth and installation method. In this paper, the influence of the installation method on soil plugging is investigated. In situ measurements during the installation of two instrumented tubular piles are carried out to investigate the internal and external stresses acting on the pile during the installation process. Furthermore, the cone penetration resistance inside one pile is measured during the installation, and the accelerations and strains at the pile head are monitored to predict the bearing capacity. The installation method is varied between vibratory and impact pile driving. The results show that a significant increase in horizontal stresses inside the pile occurs during impact driving which leads to the conclusion that a soil plug is formed. During vibratory pile driving, no stress increase was observed.
Tài liệu tham khảo
Brucy F, Meunier J, Nauroy J-F (1991) Behaviour of pile plug in sandy soils during and after driving. In: Proceedings of 23rd offshore technology conference, OTC 6514, vol 1, pp 145-154
Clausen CJF, Aas PM, Karlsrud K (2005) Bearing capacity of driven piles in sand, the NGI approach. In: Proceedings of frontiers in offshore geotechnics, Perth
Henke S (2008) Herstellungseinflüsse aus Pfahlrammung im Kaimauerbau. PhD thesis. Veröffentlichungen des Instituts für Geotechnik und Baubetrieb der TU Hamburg-Harburg, Heft 18
Henke S, Grabe J (2008) Numerical investigation of soil plugging inside open-ended piles with respect to the installation method. Acta Geotech 3(3):215–223
Jardine R, Chow F, Overy R, Standing J (2005) ICP design methods for driven piles in sand and clays. Thomas Telford, London
Mahutka K-P, König F, Grabe J (2006) Numerical modeling of pile jacking, driving and vibro driving. In: Triantafyllidis T (ed) Proceedings of international conference on numerical simulation of construction processes in geotechnical engineering for urban environment (NSC06). Balkema, Bochum, pp 235–246
Meek JW (1995) Der Spitzenwiderstand von Stahlrohrpfählen. Bautechnik 72(5):305–309
Randolph MF, Leong EC, Houlsby GT (1991) One-dimensional analysis of soil plugs in pipe piles. Géotechnique 41(4):587–598
Randolph MF (2003) Science and empiricism in pile foundation design. Géotechnique 53(10):847–875
White DJ, Sidhu HK, Finlay TCR, Bolton MD, Nagayama T (2000) Press-in piling: the influence of plugging on driveability. In: Proceedings of the 8th international conference of the Deep Foundations Institute, New York
