CIVILICA We Respect the Science
(ناشر تخصصی کنفرانسهای کشور / شماره مجوز انتشارات از وزارت فرهنگ و ارشاد اسلامی: ۸۹۷۱)

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

عنوان مقاله: “UNICONE” for Soil Profiling and Pile Capacity Analysis from Piezocone Data
شناسه ملی مقاله: ICCE07_581
منتشر شده در هفتمین کنگره بین المللی مهندسی عمران در سال 1385
مشخصات نویسندگان مقاله:

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

خلاصه مقاله:
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.

کلمات کلیدی:
UniCone, pile capacity, Soil Profiling, Piezocone Data

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/6491/