Simplified limit solutions for undrained capacity of suction anchors

Deepwater Mooring Systems Concepts, Design Analysis, and Materials

Volumn , Issue , 2003, Pages 76-90

  Aubeny, Charles ^a   Murff, J Donald ^a  

^a TEXAS A AND M UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CAISSONS; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; INTEGRATION; KINEMATICS; LOADS (FORCES); MOORING; PILES; PLASTICITY; PRODUCTION PLATFORMS; SOILS;

CATENARY MOORING SYSTEM; PLASTIC LIMIT ANALYSIS; SUCTION CAISSON ANCHORS; TAUT MOORINGS; TENSION LEG PLATFORMS; UNDRAINED CAPACITY;

ANCHORS;

EID: 0242551964     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40701(2003)5     Document Type: Conference Paper

References (12)

1. Aubeny, CP, Moon, SK, Murff, JD. (2001). "Lateral undrained resistance of suction caisson anchors." International Journal of Offshore and Polar Engineering, 11(2), 95-103.
2. Aubeny, C.P, Han, S.W., Murff, J.D. (2003a). "Inclined load capacity of suction caissons," Accepted for publication in International Journal for Numerical and Analytical Methods in Geomechanics.
3. Aubeny, C.P., Han, S.W., Murff, J.D. (2003b). "Refined model for inclined load capacity of suction caissons." 22nd International Conference on Offshore Mechanics and Arctic Engineering, Cancun
4. Bransby M.F, Randolph M.F. (1998). "Combined loading of skirted foundations." Geotechnique, 48(5), 637-655.
5. Gilbert, R.B., and Murff, J.D. (2001). "Identifying Uncertainties in the design of suction caisson foundations." Proc. OTRC 2001 International Conference Honoring Professor Wayne A. Dunlap, Houston, 231-242.
6. Matlock, H. (1970). "Correlations for design of laterally loaded piles in soft clay." Proc. 2nd Offshore Tech. Conf., Houston, 577-594.
7. Murff, J.D. (1980). "Vane shear testing of anisotropic, cohesive soils." Intl. Journal for Numerical and Analytical Methods in Geomechanics, 4, 285-289.
8. Murr, J.D., and Hamilton, J.M. (1993). "P-Ultimate for undrained analysis of laterally loaded piles." ASCE Journal of Geotechnical Engineering, 119(1), 91-107.
9. Prager, W. (1959). An Introduction to Theory of Plasticity. Addison Wesley, Reading, Massachusetts.
10. Randolph, M.F., and Houlsby, G.T. (1984). "The limiting pressure on a circular pile loaded laterally in cohesive soil." Geotechnique, 34(4), 613-623.
11. Randolph, M.F. (2001). Personal communication.
12. Reese, L.C., Cox, W.R., and Koop, R.D. (1975). "Field testing and analysis of laterally loaded piles in stiff clay." Proc., 7th Offshore Tech. Conf., Houston, 473-483.