PENETRATION RESISTANCE FOR DRIVEN PILING

Procedures for estimating penetration resistance for driven piling are proposed and investigated. Each method is analyzed by comparison of predictions and field observation on five projects. Estimated pile bearing capacity based on soil properties and on pile driving records is used as the basis of the productions. Wave equation analysis, the Hiley equation, and the Engineering News formula are all considered as means of estimating penetration resistance from bearing capacity. The validity of the predictions is shown to improve with increasing quality of the procedures for analysis of pile dynamics. It is also shown that for sites where pile driving records are available, penetration resistance estimates can be very reliably made. The records are first converted to driving resistance (dynamic capcity) using a dynamic formula. The driving resistance curves are then converted to penetration resistance with a dynamic formula and characteristics of the hammer proposed for use. /Author/

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Hansen, L A
  • Schroeder, W L
• Publication Date: 1977-9

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 513-528
• Serial:
  • Journal of the Construction Division
  • Volume: 103
  • Issue Number: CO3

Subject/Index Terms

• TRT Terms: Alternatives analysis; Field studies; Forecasting; Hammers; Penetration resistance; Pile driving; Wave equations
• Old TRIS Terms: Field observation; Pile bearing capacities; Wave equation formula
• Subject Areas: Construction; Highways;

Filing Info

• Accession Number: 00165343
• Record Type: Publication
• Report/Paper Numbers: ASCE 13216 Proceeding
• Files: TRIS
• Created Date: Mar 14 1978 12:00AM