Centrifuge tests on installation of suction anchors in soft clay

Deepwater Mooring Systems Concepts, Design Analysis, and Materials

Volumn , Issue , 2003, Pages 13-27

  Andersen, Knut H ^a   Jeanjean, Philippe ^b   Luger, Dirk ^c   Jostad, Hans Petter ^a  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

^b BP AMERICA INC   (United States)

^c GEODELFT   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; FAILURE ANALYSIS; INSTALLATION; KAOLIN; MATHEMATICAL MODELS; MECHANICAL TESTING; PRESSURE EFFECTS; SHEAR STRENGTH; STRUCTURAL ANALYSIS;

CENTRIFUGE TESTS; MATERIAL COEFFICIENT; MAXIMUM PENETRATION DEPTH; SUCTION ANCHORS;

ANCHORS;

EID: 0242468416     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40701(2003)2     Document Type: Conference Paper

References (4)

1. Andersen, K.H. and H.P. Jostad (1999). "Foundation design of skirted foundations and anchors in clay," Offshore Technology Conference, Houston, Proc., Paper 10824
2. Bjerrum, L. (1973). "Problems of soil mechanics and construction on soft clays." General report to Session 4, International Conf. on Soil Mechanics and Foundation Engineering, 8, Moscow 1973. Proc., Vol. 3, p. 111-159.
3. Davies, M.C.R., M.S.S. Almeida and R.H.G. Parry (1989). "Studies with centrifuge vane and penetrometer apparatus in normal gravity field," ASTM, Vol. 12, No. 3, Sept. 1989, p. 195-203.
4. Kulhawy and Mayne (1990). "Manual for estimating soil properties for foundation design," EPRI EL-6800 report, Aug. 1990.