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“UNICONE” for Soil Profiling and Pile Capacity Analysis from Piezocone Data

Year: 1385
COI: ICCE07_581
Language: EnglishView: 2,290
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A. Eslami - Associate Professor
M.Hasanzadeh - Master of Sience


In recent years, Utilizing of Piezocone Penetration Test with pore pressure measurement (CPTu) data for geotechnical analysis and design has shown an increase. A main purpose of the CPTu is to identify soil layers boundaries and determine pile capacity from the measured values of cone resistance, sleeve friction, and pore pressure by piezocone. A computer program called “UniCone” has been developed for processing results of CPT and CPTu, soil profiling and pile capacity analysis with different methods. Among different worked examples within “UniCone”, a few cases has been reviewed for practicing engineers, and comparison of current methods for soil profiling and pile capacity estimation.


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A. Eslami, and M.Hasanzadeh, ,1385,“UNICONE” for Soil Profiling and Pile Capacity Analysis from Piezocone Data,7th International Congress on Civil Engineering,Tehran,

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  • Broms, B. B., 1988. History of soil penetration testing. Proceedings ...
  • Eslami, A, and Fellenius, B. H., 2004. CPT and CPTu ...
  • Science and Technology, IJST, Transaction B, Vol. 28, No. B1 ...
  • Begemann, H. K. S., 1965. The friction jacket cone as ...
  • Campanella, R. G., Robertson, P. K., Davis, M. P., and ...
  • Fellenius, B. H., Eslami, A, and Infante, J. A. 2002, ...
  • Robertson, P. K., 1990. Soil classification using the cone penetration ...

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