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Title

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

Year: 1385
COI: ICCE07_581
Language: EnglishView: 2,290
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Authors

A. Eslami - Associate Professor
M.Hasanzadeh - Master of Sience

Abstract:

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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Paper COI Code

This Paper COI Code is ICCE07_581. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/6491/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
A. Eslami, and M.Hasanzadeh, ,1385,“UNICONE” for Soil Profiling and Pile Capacity Analysis from Piezocone Data,7th International Congress on Civil Engineering,Tehran,https://civilica.com/doc/6491

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :

  • 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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COI stands for "CIVILICA Object Identifier". COI is the unique code assigned to articles of Iranian conferences and journals when indexing on the CIVILICA citation database.

The COI is the national code of documents indexed in CIVILICA and is a unique and permanent code. it can always be cited and tracked and assumed as registration confirmation ID.

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