Refined model for inclined load capacity of suction caissons

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 3, Issue , 2003, Pages 883-887

  Aubeny, Charles P ^a   Han, Seungwoon ^b   Murff, J Don ^a  

^a TEXAS A AND M UNIVERSITY   (United States)

^b Tierra Inc   (United States)

Author keywords

Interaction mechanism; Plasticity model; Skin friction; Suction caissons

Indexed keywords

COHESIVE SOILS; PLASTIC LIMIT ANALYSIS (PLA); RIGID BODY MOTIONS; SOIL RESISTANCE;

HAMILTONIANS; LOADING; LOADS (FORCES); MATHEMATICAL MODELS; MOORING; OPTIMIZATION; PARAMETER ESTIMATION; PLASTICITY; SOIL TESTING; VELOCITY MEASUREMENT;

CAISSONS;

EID: 0344668534     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2003-37502     Document Type: Conference Paper

References (6)

1. Aubeny, C.P, Han, S.W., Murff, J.D., 2003, Inclined load capacity of suction caissons, submitted to International Journal for Numerical and Analytical Methods in Geomechanics.
2. Randolph, M. Personal communication.
3. Murff J.D., and Hamilton JM., 1993, P-Ultimate for undrained analysis of laterally loaded piles, ASCE Journal of Geotechnical Engineering; 119 (1):91-107.
4. Bransby M.F., Randolph M.F., 1988, Combined loading of skirted foundations, Geotechnique; 48(5):637-655.
5. Randolph, M.F. and Houlsby, G.T., 1984, The limiting pressure on a circular pile loaded laterally incohesive soil, Geotechnique, Vol. 34, No. 4, pp. 613-623.
6. nd International Conference on Offshore Mechanics and Arctic Engineering, Cancun.