Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Paul J. Cosentino"'
Interpretation of In Situ State Parameters of Piezocone Penetration Tests in High Pile Rebound Soils
Autor:
Alaa M. Shaban, Paul J. Cosentino
Publikováno v:
Geotechnical Testing Journal. 46:20220055
Autor:
Paul J. Cosentino, Thaddeus J. Misilo
Publikováno v:
Journal of Testing and Evaluation. 51:20210336
Autor:
Paul J. Cosentino
Publikováno v:
DFI Journal The Journal of the Deep Foundations Institute. 14
Excessive pile rebound has been occurring for over a decade, when high displacement prestressed concrete piles are driven mostly with single acting diesel hammers in Florida’s low permeability very fine sand blends. This very complex engineering ph
Autor:
Farid Messaoud, Paul J. Cosentino
Publikováno v:
Applied Mechanics and Materials. 845:100-105
The model Pencel pressuremeter (PPMT), manufactured by Roctest, Inc is used to perform PPMT tests in various soils to allow engineers to more precisely carry out the consistent tests. Therefore, the control unit of the PPMT has been implemented to al
Autor:
Thaddeus J Misilo, Paul J. Cosentino
Publikováno v:
Geotechnical Testing Journal. 44:20190421
A comprehensive field testing program was undertaken to show that the small diameter pressuremeter (SDPMT) produces engineering data that compare well with the existing literature and Clegg Impact Hammer data. SDPMT tests were conducted using two SDP
Publikováno v:
Innovations in Geotechnical Engineering.
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2462:18-27
Using reclaimed asphalt pavement (RAP) as a backfill for mechanically stabilized earth (MSE) walls provides both environmental and economic benefits by allowing in situ recycling for road widening projects. RAP, a well-drained granular material, has
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
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