Use of Pile Driving Analysis for Assessment of Axial Load Capacity of Piles

Details

• Creators:
  Salgado, Rodrigo ; Zhang, Yanbei
• Corporate Creators:
  Joint Transportation Research Program (Ind.) ; Indiana. Dept. of Transportation
• Corporate Contributors:
  United States. Federal Highway Administration
• Subject/TRT Terms:
  Axial Loads Load Limits Piles (Supports)
• Publication/ Report Number:
  FHWA/IN/JTRP-2012/11
• Resource Type:
  Tech Report
• Geographical Coverage:
  Indiana
• Corporate Publisher:
  United States. Federal Highway Administration
• Abstract:
  Driven piles are commonly used in foundation engineering. Pile driving formulae, which directly relate the pile set per blow
  
  to the capacity of the pile, are commonly used to decide whether an installed pile will have the designed capacity. However,
  
  existing formulae have been proposed based on empirical observations and have not been validated scientifically, so some
  
  might over‐predict pile capacity, while others may be too conservative. In this report, a more advanced and realistic model
  
  developed at Purdue University for dynamic pile driving analysis was used to develop more accurate pile driving formulae.
  
  These formulae are derived for piles installed in typical soil profiles: a floating pile in sand, an end‐bearing pile in sand, a
  
  floating pile in clay, an end‐bearing pile in clay and a pile crossing a normally consolidated clay layer and resting on a dense
  
  sand layer. The proposed driving formulae are validated through well documented case histories of driven piles.
  
  Comparison of the predictions from the proposed formulae with the results from static load tests, dynamic load tests and
  
  conventional formulae show that they produce reasonably accurate predictions of pile capacity based on pile set
  
  observations.
  
  
• Format:
  PDF
• Funding:
  DOI: 10.5703/1288284314671 ; SPR-3378
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:0b62607870a539585b518a7896d47696f3e14ecd9b0cab07b27f4d7c54c6fabb583838aff8131f7dd895612ca1eaf9da50536b34b500a18aa5630640f6a1a356
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/25396/dot_25396_DS1.pdf
• File Type:
  [PDF - 7.53 MB ]