چکیده مقاله
One of the important parameters considered as a typical characteristic for reconnaissance of granular soils is the internal friction angle Nowadays, the advances and developments taken place in the equipments of in situ tests such as those of the standard penetration test SPT have facilitated the determination of strength parameters at the site On the other hand, the existing empirical correlations based on logical argumentations which are provided for estimation of internal friction angle of soils and the standard penetration test, have resolved the problems of experts within the field of construction Therefore, in this research it is tried to provide a proper correlation between internal friction angle and the corrected SPT blow count for sandy soils of Babolsar based on the results of nearly 46 standard penetration tests and the direct shear tests at the corresponding depths
کلیدواژهها
نویسندگان
H Esmaeilzadeh
M Sc of Geotechnical Eng , Islamic Azad University, Central Tehran Branch, Tehran
I. Shooshpasha
Assistant Professor, Dept of Civil Eng , Nooshirvani University of Technology, Babol
M Ghazavi
Professor, Dept of Civil Eng , Khajeh Nasir al Din Toosi University of Technology, Tehran
شیوه ارجاع
Esmaeilzadeh, H and Shooshpasha, I. and Ghazavi, M,1391,Estimating Internal Friction Angle of Soil Using Standard Penetration Test Data (A Case Study in Babolsar,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان