Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Fauzi Jarushi"'
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 7:28-45
Contractors and engineers have experienced pile installation problems while driving high displacement piles with single-acting diesel hammers at Florida Department of Transportation (FDOT) construction sites located throughout the Central and Panhand
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4dac958ecd7e79f4e7ba2f3d55403cc8
https://doi.org/10.1179/dfi.2013.7.2.003
https://doi.org/10.1179/dfi.2013.7.2.003
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2363:47-55
High-displacement piles have rebounded significantly while undergoing an extremely small permanent set per hammer blow in certain soils. This phenomenon, called high pile rebound (HPR), has occurred in many areas of North America. The Florida Departm
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e215f6a9c901e99f90e3af139006dfad
https://doi.org/10.3141/2363-06
https://doi.org/10.3141/2363-06
The Standard Penetration Test (SPT) is the most common in situ test for soil investigations. On the other hand, the Cone Penetration Test (CPT) is considered one of the best investigation tools. Due to the fast and accurate results that can be obtain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::609c1e6bca36245f58bcae2d5e9f959f
At certain depths during large diameter displacement pile driving, rebound well over 0.25 inches was experienced, followed by a small permanent-set during each hammer blow. High pile rebound (HPR) soils may stop the pile driving and results in a limi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8aee0831f9535fb92c1e45dde1cabf50