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 : Short Note 
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 : 1422-1424 AH
2002-2003 AD 
Number Of Pages : 12 
Article Type : Article 
Added Date : Sunday, October 11, 2009 

Researchers

Researcher Name (Arabic)Researcher Name (English)Researcher TypeDr GradeEmail
شوكوني أوزيما أوعماCHUKWUNONYE OZIOMA OWUAMAResearcher  

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