Non-Symmetrical Limit Loads on Strip Footings
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