A comparative study on geotechnical characteristics of marine soil deposits worldwide

International Journal of Offshore and Polar Engineering

Volumn 12, Issue 2, 2002, Pages 81-88

  Tanaka, Hiroyuki ^a  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

Author keywords

Consolidation; Internal friction angle; Marine clay; Permeability; Plasticity index; Undrained shear strength

Indexed keywords

DATA REDUCTION; PLASTICITY; SAMPLING; SOILS;

PLASTICITY INDEX;

GEOTECHNICAL ENGINEERING;

GEOTECHNICAL PROPERTY; MARINE ENVIRONMENT; SAMPLING; SOIL PROPERTY;

EID: 0036609828     PISSN: 10535381     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

1. Problems of soil mechanics in unstable soils
2. Disturbance of the Bothkennar clay prior to laboratory testing
3. A review of sample effects in clays and sands
4. Shear moduli in Scandinavian clays
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6. Considerations of stability of embankment on clay
7. Sample disturbance effects in soft low plastic Norwegian clay
8. The influence of filter strip shape on consolidated undrained triaxial extension test results
9. Correlation of the mechanical and index properties of soils in harbour districts
10. Unconfined compression strength of soft aged clays
11. Sample quality of cohesive soils: Lessons from three sites, Ariake, Bothkennar and Drammen
12. c value for nine undisturbed marine clays
13. Characterization of low plastic soils: Intermediate soil from Ishinomaki, Japan and low plastic clay from Drammen, Norway
14. Comparison of mechanical behavior of two overconsolidated clays; Yamashita and Louiseville clays
15. Characterization of Singapore, Bangkok and Ariake clays
16. Advanced method for determining strength of clay