Non-Symmetrical Limit Loads on Strip Footings

Soils and Foundations - Tập 38 - Trang 195-203 - 1998
Radoslaw L. Michalowski1, Liangzhi You1
1Department of Civil Engineering, The Johns Hopkins University, Baltimore, MD 21218, USA.

Tài liệu tham khảo

Gottardi, 1993, On the bearing capacity of surface footings on sand under general planar loads, Soils and Foundations, 33, 68, 10.3208/sandf1972.33.3_68 De Beer, 1961, Etude expérimentale de la capacité portante du sable sous des fondations circulaires établies en surface, 1, 577 Hansen, 1970, A revised and extended formula for bearing capacity, Geoteknisk Inst., Bulletin, 28, 5 Koiter, 1953, Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface, Quart. Appl. Math., 11, 350, 10.1090/qam/59769 Meyerhof, 1953, The bearing capacity of foundations under eccentric and inclined loads, 1, 440 Meyerhof, 1963, Some recent research on the bearing capacity of foundations, Can. Geotech. J., 1, 16, 10.1139/t63-003 Michalowski, 1997, An estimate of the influence of soil weight on bearing capacity using limit analysis, Soils and Foundations, 37, 57, 10.3208/sandf.37.4_57 Murff, 1977, Foundation stability on nonhomogeneous clays, J. Geotech. Engrg. Div., 103, 1083, 10.1061/AJGEB6.0000498 Narita, 1989, Analysis of bearing capacity for log-spiral sliding surfaces, Soils and Foundations, 29, 85, 10.3208/sandf1972.29.2_85 Prager, 1955, The general theory of limit design, 1952, 65 Prandtl, 1920, Über die Härte plastischer Körper, Nachr. Ges. Wissensch, Göttingen, math.-phys. Klasse, 1920, 74 Reissner, 1924, Zum Erddruckproblem, 295 Salençon, 1995, Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I: purely cohesive soil, Eur. J. Meeh. A/Solids, 14, 349 Vesic, 1975, Bearing capacity of shallow foundations, 121