Determination of organic soil permeability using the piezocone dissipation test

Environmental and Engineering Geoscience

Volumn 13, Issue 3, 2007, Pages 197-203

  Van Baars, Stefan ^a   Van De Graaf, Henke C ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b Lankelma Geotechniek Zuid ^*  (Netherlands)

Author keywords

Cone penetration test; Dissipation; Hydraulic conductivity; Permeability; Piezocone; Site investigation

Indexed keywords

CLAY; CURVE FITTING; HYDRAULIC CONDUCTIVITY; MECHANICAL PERMEABILITY; PORE PRESSURE; SILT; SOILS;

CONE PENETRATION TEST; DISSIPATION; HYDRAULIC CONDUCTIVITY; ORGANIC SOIL; PERMEABILITY; PIEZOMETER; PORE PRESSURE; SITE INVESTIGATION;

EID: 34548752939     PISSN: 10787275     EISSN: None     Source Type: Journal    
DOI: 10.2113/gseegeosci.13.3.197     Document Type: Article

References (6)

1. BEAR, J., 1979, Hydraulics of Groundwater: McGraw-Hill, New York.
2. KORT, D. A., 2002, Rotterdam Sheet Pile Wall Field Test: CUR Publication 207, Gouda.
3. LUNNE, T.; ROBERTSON, P. K.; AND POWELL, J. J. M., 1997, Cone Penetration Testing in Geotechnical Practice: Blackie Academic and Professional, London.
4. MAYNE, P. W., 2002, Flow Properties from Piezocone Dissipation Tests: Electronic document, available at http://www. ce.gatech.edu/~geosys
5. SHIYO CHEN, B. AND MAYNE, P. W., 1994, Profiling the Over-consolidation Ratio of Clays by Piezocone Tests: Report GIT-CEEGEO-94-1, National Science Foundation, Arlington, VA.
6. VERRUIJT, A., 2005, Grondmechanica: VSSD, Delft, The Netherlands.