A portable, electrically-driven Dutch cone penetrometer for geotechnical measurements in soft estuarine sediments

Journal of Coastal Research

Volumn 18, Issue 2, 2002, Pages 372-378

  Are, Daniele ^a   Kemp, G Paul ^a   Giustina, Francesca Dalla ^a   Day Jr , John W ^a   Scarton, Francesco ^a  

^a Studi Geologici   (Italy)

Author keywords

Mississippi Delta; Venice Lagoon; Wetland soil characteristics

Indexed keywords

ESTUARINE SEDIMENT; GEOTECHNICAL SURVEY; INSTRUMENTATION; PENETROMETER; SOFT CLAY;

EID: 0036070106     PISSN: 07490208     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. Test designation D 3441-86. Standards tests method for deep, quasi static, cone and friction cone penetration tests of soil
2. The friction jacket cone as an aid in determining the soil profile
3. Prove geotecniche in sito
4. Interpretation of Cone Penetration Test. Part I: Sand
5. Static cone to compute static settlement over sand
6. Measurements of in situ shear strength
7. Pore pressure sounding instruments
8. The piezometer probe