Bearing Capacity of Shallow Foundations

[1]  W O McCarron,et al.  A capped plasticity model applied to Boston blue clay , 1987 .

[2]  H. Kardestuncer,et al.  Finite element handbook , 1987 .

[3]  William H. Highter,et al.  Closure of "Dimensioning Footings Subjected to Eccentric Loads" , 1987 .

[4]  William H. Highter,et al.  Closure to “ Dimensioning Footings Subjected to Eccentric Loads ” by William H. Highter and John C. Anders (May, 1985) , 1987 .

[5]  George Y. Baladi,et al.  Soil Plasticity: Theory and Implementation , 1985 .

[6]  Michael C. Georgiadis,et al.  Bearing Capacity of Gravity Bases on Layered Soil , 1985 .

[7]  William H. Highter,et al.  Dimensioning Footings Subjected to Eccentric Loads , 1985 .

[8]  James M. Duncan,et al.  Stability of Steel Oil Storage Tanks , 1984 .

[9]  Robert V. Whitman,et al.  EVALUATING CALCULATED RISK IN GEOTECHNICAL ENGINEERING , 1984 .

[10]  G. G. Meyerhof,et al.  Safety factors and limit states analysis in geotechnical engineering: Reply , 1984 .

[11]  Gregory B. Baecher,et al.  Uncertainty in Bearing Capacity of Sands , 1983 .

[12]  G. G. Meyerhof,et al.  Experimental evaluation of bearing capacity of footings subjected to inclined loads , 1981 .

[13]  Adel Hanna,et al.  Experimental Study on Footings in Layered Soil , 1981 .

[14]  Adel Hanna,et al.  Foundations on Strong Sand Overlying Weak Sand , 1981 .

[15]  R K Garg,et al.  Bearing capacity of footings on layered C-PHI soils. Technical note : J Geotech Engng Div ASCE, V106, NGT7, July 1980, P819–824 , 1980 .

[16]  G. G. Meyerhof,et al.  Design charts for ultimate bearing capacity of foundations on sand overlying soft clay , 1980 .

[17]  Rafael Baker,et al.  BEARING CAPACITY BY VARIATIONAL METHOD , 1979 .

[18]  G. G. Meyerhof,et al.  Ultimate bearing capacity of foundations on layered soils under inclined load , 1978 .

[19]  J. D. Murff,et al.  Foundation Stability on Nonhomogeneous Clays , 1977 .

[20]  L. Bjerrum,et al.  Geotechnical problems involved in foundations of structures in the North Sea , 1973 .

[21]  James K. Mitchell,et al.  Apollo 12 soil mechanics investigation , 1971 .

[22]  G. Meyerhof,et al.  Safety factors in soil mechanics , 1970 .

[23]  George Geoffrey Meyerhof,et al.  Some recent research on the bearing capacity of foundations , 1963 .

[24]  A. D. Cox.  Axially-symmetric plastic deformation in soils—II. Indentation of ponderable soils , 1962 .

[25]  R. T. Shield,et al.  The plastic indentation of a layer by a flat punch , 1955 .

[26]  G. G. Meyerhof.  The Ultimate Bearing Capacity of Foudations , 1951 .

[27]  K. Terzaghi.  Theoretical Soil Mechanics , 1943 .

[28]  E. Mizuno,et al.  Nonlinear analysis in soil mechanics , 1990 .

[29]  Wai-Fah Chen,et al.  Limit analysis in soil mechanics , 1990 .

[30]  W. F. Chen,et al.  Stability analysis of slopes with general nonlinear failure criterion , 1987 .

[31]  Vitoon Vivatrat,et al.  Stability of Arctic Gravity Structures , 1983 .

[32]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[33]  Wai-Fah Chen.  Plasticity in reinforced concrete , 1982 .

[34]  T. W. Miller,et al.  Stability Of Offshore Gravity Structure Foundations By The Upper Bound Method , 1977 .

[35]  Wai-Fah Chen.  Limit Analysis and Soil Plasticity , 1975 .

[36]  Hon-Yim Ko,et al.  Bearing Capacity of Footings in Plane Strain , 1973 .

[37]  J. B. Hansen,et al.  A revised and extended formula for bearing capacity , 1970 .

[38]  Joseph E. Bowles,et al.  Foundation analysis and design , 1968 .

[39]  A. Siva Reddy,et al.  Bearing Capacity of Footings on Layered Clays , 1967 .

[40]  J. B. Hansen,et al.  A general formula for bearing capacity , 1961 .

[41]  H. J. Greenberg,et al.  EXTENDED LIMIT DESIGN THEOREMS FOR CONTINUOUS MEDIA , 1952 .

[42]  R. Hill.  The mathematical theory of plasticity , 1950 .

[43]  Donald W. Taylor,et al.  Fundamentals of soil mechanics , 1948 .