Document Details Document Type : Article In Journal  Document Title : Semi-Empirical Method of Interpretation of CPT Data طريقة شبه تجريبية لتفسير البيانات المتحصل عليها من اختبار المخروط (CPT)   Subject : Civil Engineering  Document Language : English  Abstract : Cone penetration test (CPT) is a reliable technique for measuring subsurface soil properties. In most CPT measurements the mobilized cone tip resistance is representative of the formation conditions. A Semi-empirical method or interpretation of such data is presented. The method was developed from a theoretical concept. Angle of internal friction, cohesion and ultimate bearing capacity of soils can be directly obtained from observed tip resistance. The results of the interpretations are in good agreement with observed conditions. The method is particularly suitable in cases where the accuracy of the measured skin friction is in doubt.  ISSN : 1319-1047  Journal Name : Engineering Sciences Journal  Volume : 14  Issue Number : 1  Publishing Year : 1423 AH 2003 AD  Article Type : Article  Added Date : Sunday, December 27, 2009  Researchers Researcher Name (Arabic) Researcher Name (English) Researcher Type Dr Grade Email شوكوني أوزيما أوعما OWUAMA, CHUKWUNONYE OZIOMA Researcher Doctorate   Files File Name Type Description  24533.pdf pdf Semi-Empirical Method of Interpretation of CPT Data Back To Researches Page