Undrained bearing capacity of strip footings on slopes

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 5, 2010, Pages 677-685

  Georgiadis, K ^a  

^a ARISTOTLE UNIVERSITY OF THESSALONIKI   (Greece)

Author keywords

Bearing capacity; Finite element analysis; Slope stability

Indexed keywords

BEARING CAPACITY FACTOR; DESIGN CHARTS; DESIGN PROCEDURE; EMPIRICAL EQUATIONS; FINITE ELEMENT; FINITE ELEMENT ANALYSIS; GEOMETRICAL PARAMETERS; LIMIT EQUILIBRIUM; SLOPE ANGLES; SOIL PROPERTY; SOIL SLOPES; STRIP FOOTING; UNDRAINED; UNDRAINED SHEAR STRENGTH; UNIT WEIGHT; UPPER BOUND;

BEARINGS (STRUCTURAL); DESIGN; FINITE ELEMENT METHOD; SHEAR STRENGTH; SLOPE STABILITY; SOILS; WELDS;

BEARING CAPACITY;

BEARING CAPACITY; FINITE ELEMENT METHOD; FOOTING; SHEAR STRENGTH; SLOPE ANGLE; SLOPE STABILITY; SOIL PROPERTY; SOIL-STRUCTURE INTERACTION; UNDRAINED TEST;

EID: 77953328550     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000269     Document Type: Article

References (20)

1. Azzouz A.S. Baligh M.M. Loaded areas on cohesive slopes. J. Geotech. Engrg. 1983, 109(5):724-729. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1983)109:5(724).
2. Bowles J.E. Foundation analysis and design 1996,5th Ed., McGraw-Hill, New York.
3. Brinkgreve R.B. J. Broere W. Plaxis user's manual 2006, Plaxis B.V., Delft, Netherlands.
4. Castelli F. Motta E. Bearing capacity of shallow foundations near slopes: Static analysis. Proc., 2nd BGA Int. Conf. on Foundations, ICOF 2008 2008, 1651-1660. and . HIS BRE Press, Watford, U.K.
5. Chen W.F. Limit analysis and soil plasticity 1975,Elsevier Science, Amsterdam.
6. de Buhan P. Garnier D. Three dimensional bearing capacity of a foundation near a slope. Soils Found. 1998, 38(3):153-163. SOIFBE, 0038-0806.
7. Georgiadis K. The influence of load inclination on the undrained bearing capacity of strip footings on slopes. Comput. Geotech. 2009, 37(3):311-322. 0266-3524, 10.1016/j.compgeo.2009.11.004.
8. Georgiadis K. Karatzetzou A. Lazari M. Undrained bearing capacity interaction diagrams for strip footings on slopes. Proc., 2nd BGA Int. Conf. on Foundations 2008, 1673-1682. HIS BRE Press, Watford, U.K.
9. Hansen J.B. A general formula for bearing capacity. Bulletin 11 1961, 38-46, Danish Geotechnical Institute, Copenhagen, Denmark.
10. Kumar J. Mohan Rao V.B. K. Seismic bearing capacity of foundations on slopes. Geotechnique 2003, 53(3):347-361. GTNQA8, 0016-8505.
11. Kusakabe O. Kimura T. Yamaguchi H. Bearing capacity of slopes under strip loads on the top surfaces. Soils Found. 1981, 21(4):29-40. SOIFBE, 0038-0806.
12. Meyerhof G.G. The ultimate bearing capacity of foundations on slopes. Proc., 4th ICSMFE 1957, 384-386.
13. Meyerhof G.G. Some recent research on the bearing capacity of foundations. Can. Geotech. J. 1963, 1(1):16-26. CGJOAH, 0008-3674, 10.1139/t63-003.
14. Michalowski R.L. Three-dimensional analysis of locally loaded slopes. Geotechnique 1989, 39(1):27-38. GTNQA8, 0016-8505, 10.1680/geot.1989.39.1.27.
15. Narita K. Yamaguchi H. Bearing capacity analysis of foundations on slopes by use of log-spiral sliding surfaces. Soils Found. 1990, 30(3):144-152. SOIFBE, 0038-0806.
16. Taylor D.W. Fundamentals of soil mechanics 1948,Wiley, New York.
17. Geotechnical engineering procedures for foundation design of buildings and structures. 2005, Unified Facilities Criteria (UFC),Rep. No.UFC 3-220-01N, UFC.
18. Vesic A.S. Bearing capacity of shallow foundations. Foundation engineering handbook 1975, H. F. Winterkorn, H. Y. Fangand, eds. Van Nostrand Reinhold, New York.
19. Geotechnical design manual M46-03 2005, WSDOT,Washington State Department of Transportation, Wash.
20. Yu H.S. Salgado R. Sloan S.W. Kim J.M. Limit analysis versus limit equilibrium for slope stability. J. Geotech. Geoenviron. Eng. 1998, 124(1):1-11. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:1(1).