Skirted foundations in calcareous soil

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 131, Issue 3, 1998, Pages 171-179

  Watson, P G ^a   Randolph, M E ^a   Watson, Phillip G ^a   Randolph, Mark F ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

CAISSONS; MODELS; OFFSHORE STRUCTURES; SETTLEMENT OF STRUCTURES; SOIL MECHANICS; STRUCTURAL ANALYSIS;

CALCAREOUS SOIL; SKIRTED FOUNDATIONS;

FOUNDATIONS;

CALCAREOUS SOIL; FOUNDATION; OFFSHORE ENGINEERING;

EID: 0032123473     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/igeng.1998.30473     Document Type: Article

References (5)

1. TAYLOR R. N. Centrifuges in Modelling: Principles and Scale Effects. Geotechnical Centrifuge Technology, Blackie Academic and Professional, 1995, 19-33.
2. TJELTA T. I. Geotechnical aspects of bucket foundations replacing piles for the Europipe 16/11-E jacket. Proceedings of the 26th Annual Offshore Technology Conference, Houston, 1994, Paper OTC 7379, 73-81.
3. TJELTA T. I. Geotechnical experience from the installation of the Europipe jacket with bucket foundations. Proceedings of the 27th Annual Offshore Technology Conference, Houston, 1995, Paper OTC 7795, 897-908.
4. STEWART D. P. and RANDOLPH M. E A new site investigation tool for the centrifuge. Proceedings of an International Conference on Centrifuge Modelling-Centrifuge '91, Boulder, Colorado, 1991, 531-538.
5. TANI K. and CRAIG W. H. Bearing capacity of circular foundations on soft clay of strength increasing with depth. Soils and Foundations, 1995, 35, No. 4, 21-35.