An improved statistically based technique for evaluating the CPT friction ratio

Geotechnical Testing Journal

Volumn 25, Issue 1, 2002, Pages 61-69

  Jaksa, Mark B ^a   Kaggwa, William S ^a   Brooker, Peter I ^a  

^a UNIVERSITY OF ADELAIDE   (Australia)

Author keywords

Cone penetration test; Cross correlation function; Elastic rebound; Friction ratio; Soil classification; Soil profiling

Indexed keywords

CORRELATION METHODS; ELASTICITY; FRICTION; FUNCTIONS; PROFILOMETRY; STATISTICAL METHODS;

CONE PENETRATION TEST (CPT); CROSS-CORRELATION FUNCTIONS (CCF);

SOIL TESTING;

EID: 0036502174     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj11080j     Document Type: Article

References (15)

1. Seismic cone analysis using digital signal processing for dynamic site characterization
2. Cone penetration testing in deltaic soils
3. Current penetrometer practice
4. Appendix A: International Reference Test Procedure for the Cone Penetration Test (CPT)
5. Generalised geotechnical engineering properties of the Keswick and Hindmarsh Clays
6. Inaccuracies associated with estimation of random measurement errors
7. Spatial variability of soils
8. Interpretation of cone penetration tests, part I: Sand
9. An analytical study of the cone penetration test in clay
10. Expansion of cavities in infinite soil mass