Undrained limit analyses for combined loading of strip footings on clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 3, 1998, Pages 265-276

  Ukritchon, Boonchai ^b   Whittle, Andrew J ^a,b   Sloan, Scott W ^c  

^a ASCE ^*

^b Massachusetts Institute of Technology   (United States)

^c UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CLAY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; LINEAR PROGRAMMING; STRAIN;

STRIP FOOTINGS;

FOUNDATIONS;

BEARING CAPACITY; CLAY; FOOTING; LOADING TEST; STABILITY ANALYSIS;

EID: 0032032813     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:3(265)     Document Type: Article

References (29)

1. Andersen, K. H., and Lauritzen, R. (1988). "Bearing capacity for foundations with cyclic loads." J. Geotech. Engrg., ASCE, 114(5), 540-555.
2. Assadi, A., and Sloan, S. W. (1991). "Undrained stability of shallow square tunnel." J. Geotech. Engrg., ASCE, 117(8), 1152-1173.
3. Best, M. J., and Ritter, K. (1985). Linear programming: Active set analysis and computer programs. Prentice-Hall, Englewood Cliffs, N.J.
4. Bolton, M. D. (1979). A guide to soil mechanics. Macmillan, London.
5. Bottero, A., Negre, R., Pastor, J., and Turgeman, S. (1980). "Finite element method and limit analysis theory for soil mechanics problems." Comp. Meth. Appl. Mech. Engrg., 22, 131-149.
6. Bransby, M. F., and Randolph, M. F. (1997). "Shallow foundations subject to combined loadings." Proc., ISOPE'97.
7. Brinch Hansen, J. (1970). "A revised and extended formula for bearing capacity." DGI Bull. No. 28, Danish Geotech. Inst., 5-11.
8. Davis, E. H., and Booker, J. R. (1973). "The effect of increasing strength with depth on the bearing capacity of clays." Géotechnique, 23(4), 551-563.
9. Dean, E. T. R., James, R. G., Schofield, A. N., Tan, F. S. C., and Tsukamoto, Y. (1992). "The bearing capacity of conical footings on sand." Predictive soil mechanics. Thomas Telford, London, 230-253.
10. Det Norske Veritas. (1992). "Foundations." Classification Notes No. 30.4, Det Norske Veritas, Hovik, Norway.
11. Drucker, D. C., Greenberg, H. J., and Prager, W. (1952). "Extended limit design theorems for continuous media." Q. Appl. Math., 9, 381-389.
12. Gottardi, G., and Butterfield, R. (1993). "On the bearing capacity of surface footings on sand under general planar loads." Soils and Found., 33(3), 68-79.
13. Houlsby, G. T., and Martin, C. M. (1992). "Modelling on the behaviour of jack-up units on clay." Predictive soil mechanics. Thomas Telford, London, 339-358.
14. Janbu, N. (1985). "Soil models in offshore engineering." Géotechnique, 35(3), 239-283.
15. Lauritzen, R., and Schjetne, K. (1976). "Stability calculations for offshore gravity structures." Proc., 8th Offshore Technol. Conf., Paper No. OTC 2431.
16. Lysmer, J. (1970). "Limit analysis of plane problems in soil mechanics." J. Soil Mech. Found. Div., ASCE, 96(4), 1311-1334.
17. Meyerhof, G. G. (1953). "The bearing capacity of foundation under eccentric and inclined loads." Proc., 3rd Int. Conf. on Soil Mech. and Found. Engrg., 1, 440-445.
18. Murff, J. D. (1994). "Limit analysis of multi-footing foundation systems." Proc., 8th IACMAG, 1, 233-244.
19. Prandtl, L. (1920). Über die harte plastischer körper. Nachr. K. Ges. Wiss. Gott., Math-Phys. Kl., 74-85.
20. Salencon, J., and Pecker, A. (1995a). "Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I: Purely cohesive soil." Eur. J. Mech. A/Solids, 14(3), 349-375.
21. Salencon, J., and Pecker, A. (1995b). "Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part II: Purely cohesive soil without tensile strength." Eur. J. Mech. A/Solids, 14(3), 377-396.
22. Sekiguchi, H., and Ohmaki, S. (1992). "Overturning of caissons by storm wave." Soils and Found., 32(3), 144-155.
23. Sloan, S. W. (1988a). "Lower bound limit analysis using finite elements and linear programming." Int. J. Numer. Anal. Methods in Geomech., 12(1), 61-77.
24. Sloan, S. W. (1988b). "A steepest edge active set algorithm for solving sparse linear programming problems." Int. J. Numer. Anal. Methods in Geomech., 26(12), 2671-2685.
25. Sloan, S. W., and Kleeman, P. W. (1995). "Upper bound limit analysis using discontinuous velocity fields." Comp. Methods in Appl. Mech. and Engrg., 127, 293-314.
26. Terzaghi, K. (1943). Theoretical soil mechanics. John Wiley & Sons, Inc., New York, N.Y.
27. Ukritchon, B. (1996). "Evaluation of numerical limit analyses by finite elements and linear programming," MS thesis, Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, Mass.
28. Vesic, A. S. (1975). "Bearing capacity of shallow foundations." Foundation engineering handbook, H. F. Winterkorn and H. Y. Fang, eds., Van Nostrand Reinhold, New York, N.Y., 121-145.
29. Zienkiewicz, O. C. (1983). The finite element method. McGraw-Hill Book Co., Inc., New York, N.Y.