The Role of RAM Momentum in Pile Driving

Crapps, David K.

doi:10.1061/40743(142)16

Cited by 4 publications

(2 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…x Crapps (2004), API (2000) and CFEM (2006) provide useful, preliminary guidance for impact hammer selection for installation of the open toe steel pipe piles.…”

Section: Discussionmentioning

confidence: 99%

“…Viewed another way, the ram weight to steel area (W r /A s ) ranged from about 950 to 2800 kPa for the APE D62 and D180 hammers, respectively. For a given steel area, Crapps (2004) provided guidance for selection of minimum hammer size based on equivalent stroke (H e ), whereas API (2000) and CFEM (2006) provide guidance with respect to maximum rated hammer energy. Figure 6 summarizes the above relationships in a common space in terms of ram weight per steel area versus stroke height.…”

Section: Fig 5 Inferred Shaft Resistance Profile From 2005 Dltsmentioning

confidence: 99%

See 1 more Smart Citation

Pitt River Bridge 2007 Static Pile Loading Test

Tara¹

2012

Full-Scale Testing and Foundation Design

View full text Add to dashboard Cite

To validate the foundation design for the main piers for Pitt River Bridge Design-Build (DB) project, a conventional, head-down, static pile loading test was carried out using production piles for both the test and reaction piles to minimize costs. The piles comprised of an 1824 mm diameter, open-toe, steel pipe driven into very dense Pleistocene deposits (glacial till or drift and inter-glacial sediments) at approximately 100 m depth. The loading test was completed successfully in December 2007 to a load of 45 MN by the design-build contractor, Peter Kiewit Sons. Design of the piles was based on information provided by the owner to the DB proponents and included results of test holes and static pile loading tests conducted in the 1970s on 36 and 55 m long, open toe steel pipe piles, CPT and SCPT profiling conducted in the 1990s and mid-2000s, and dynamic load tests (DLTs) conducted on an 100 m long, 1067 mm diameter, open toe indicator pile installed in 2005. Test pile installation records and Pile Driving Analysis (PDA) records and signal matching analyses for the 2005 test pile were used to calibrate the design and confirm pile installation requirements. Supplementary test holes, and CPTs and SCPTs were conducted to over 100 m depth to calibrate pile resistance, particularly pile toe resistance. DLTs were also conducted on several of the production piles to validate the design. This paper presents key aspects of each of the points mentioned above.

show abstract

“…x Crapps (2004), API (2000) and CFEM (2006) provide useful, preliminary guidance for impact hammer selection for installation of the open toe steel pipe piles.…”

Section: Discussionmentioning

confidence: 99%

Section: Fig 5 Inferred Shaft Resistance Profile From 2005 Dltsmentioning

confidence: 99%