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Wave Equation Analysis of Pile Driving WEAP Program. Volume II. User's Manual.


PB261906

Publication Date 1976
Personal Author Goble, G. G.; Rausche, F.
Page Count 124
Abstract WEAP is a computer program written in FORTRAN 4 code which performs a Wave Equation Analysis for Piles. This program was developed between July 1975 and July 1976 under a contract with the Federal Highway Administration, Offices of Research and Development. This user's manual is intended to provide first, a very basic outline of the various program functions; second, a definition of the input quantities; third, a description of the output and finally, sample problems.
Keywords
  • Pile structures
  • Pile driving
  • Wave equations
  • Computer programming
  • Soil properties
  • Bearing piles
  • Concrete piles
  • Bearing capacity
  • Stress analysis
  • Pile drivers
  • User needs
  • FORTRAN
  • Computer program documentation
  • Soil resilience
  • WEAP computer program
  • FORTRAN 4 programming language
Source Agency
  • Federal Highway Administration
NTIS Subject Category
  • 50B - Civil Engineering
  • 50D - Soil & Rock Mechanics
Corporate Authors Goble and Associates, Cleveland Heights, Ohio.; Federal Highway Administration, Washington, D.C. Implementation Div.
Supplemental Notes See also Volume 1, PB-261 905.
Document Type Technical Report
Title Note Final rept.
NTIS Issue Number 197707
Contract Number
  • DOT-FH-11-8830
Wave Equation Analysis of Pile Driving WEAP Program. Volume II. User's Manual.
Wave Equation Analysis of Pile Driving WEAP Program. Volume II. User's Manual.
PB261906

  • Pile structures
  • Pile driving
  • Wave equations
  • Computer programming
  • Soil properties
  • Bearing piles
  • Concrete piles
  • Bearing capacity
  • Stress analysis
  • Pile drivers
  • User needs
  • FORTRAN
  • Computer program documentation
  • Soil resilience
  • WEAP computer program
  • FORTRAN 4 programming language
  • Federal Highway Administration
  • 50B - Civil Engineering
  • 50D - Soil & Rock Mechanics
  • DOT-FH-11-8830
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