چکیده 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
کلیدواژهها
نویسندگان
شیوه ارجاع
A. Eslami, and M.Hasanzadeh, ,1385,“UNICONE” for Soil Profiling and Pile Capacity Analysis from Piezocone Data,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران