Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic Pile Driving Measurements for University of Houston Pile Group Study
Dynamic measurements of strain and acceleration were made during pile driving operations on 11 piles using transducers attached near the top of the pile. The objective of the program was to collect pile driving data that could be utilized to assess hammer-pile-soil performance and interaction. Vertical load tests were conducted on a separate program on both a 9-pile group and two single piles as part of the overall FHWA research effort. All piles were vertical, closed-ended, steel pipe piles with an O.D. of 10.75 in. (27.31 cm) and a wall thickness of .365 in. (9.27 mm). A Raymond 1S single-acting steam hammer with maximum rated energy of 19,500 ft-lbs (26,448 N-m) was used. The general soil conditions at the site were characteristically stiff to hard clays.
Dynamic Pile Driving Measurements for University of Houston Pile Group Study
Dynamic measurements of strain and acceleration were made during pile driving operations on 11 piles using transducers attached near the top of the pile. The objective of the program was to collect pile driving data that could be utilized to assess hammer-pile-soil performance and interaction. Vertical load tests were conducted on a separate program on both a 9-pile group and two single piles as part of the overall FHWA research effort. All piles were vertical, closed-ended, steel pipe piles with an O.D. of 10.75 in. (27.31 cm) and a wall thickness of .365 in. (9.27 mm). A Raymond 1S single-acting steam hammer with maximum rated energy of 19,500 ft-lbs (26,448 N-m) was used. The general soil conditions at the site were characteristically stiff to hard clays.
Dynamic Pile Driving Measurements for University of Houston Pile Group Study
A. A. Dover (Autor:in) / G. E. Locke (Autor:in) / J. M. E. Audibert (Autor:in)
1981
48 pages
Report
Keine Angabe
Englisch
Dynamic pile response using two pile-driving techniques
| Online Contents | 2000
Dynamic pile response using two pile-driving techniques
| British Library Online Contents | 2000
Dynamic pile response using two pile-driving techniques
| British Library Conference Proceedings | 2000
| Engineering Index Backfile | 1940