Single hardening constitutive model for frictional materials
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Saint-Venant, 1870, Memoire sur l'etablissement des equations differentielles des mouvement interieurs operes dans les corps solides ductiles au dela des limites ou l'estasticite pourrait les ramener a leur premier etat, Comptes Rendus Acad. Sci., 70, 473
Poorooshasb, 1966, Yielding and Flow of Sand in Triaxial Compression: Part I, Can. Geot. J., 3, 179, 10.1139/t66-023
Ko, 1967, Deformation of Sand in Shear, J. Soil Mech. Found. Div., ASCE, 93, 283, 10.1061/JSFEAQ.0001024
Lade, 1976, Stress-Path Dependent Behavior of Cohesionless Soil, J. Geotech. Eng. Div., ASCE, 102, 51, 10.1061/AJGEB6.0000235
Lade, 1987, Nonassociated Flow and Stability of Granular Materials, J. Engr. Mech., ASCE, 113, 1302, 10.1061/(ASCE)0733-9399(1987)113:9(1302)
Schickert, 1977, Results of Tests Concerning Strength and Strain of Concrete Subjected to Multiaxial Compressive Stresses, Deutscher Ausschus fur Stahlbeton, 277
Egging, 1981
Yamada, 1979, Anisotropic Deformation Characteristics of Sand Under Three-Dimensional Stress Conditions, Soil and Foundations, JSSMFE, 19, 79, 10.3208/sandf1972.19.2_79
Ochiai, 1983, Three-Dimensional Behavior of Sand with Anisotropic Fabric, J. Geotech. Eng. Div., ASCE, 109, 1313, 10.1061/(ASCE)0733-9410(1983)109:10(1313)
Yong, 1971, Yield and Failure of a Clay Under Triaxial Stresses, J. Soil Mech. Found. Div., ASCE, 97, 159, 10.1061/JSFEAQ.0001513
Lade, 1977, Elasto-Plastic Stress-Strain Theory for Cohesionless Soil with Curved Yield Surfaces, Int. J. Solids Structures, Pergamon Press, 13, 1019, 10.1016/0020-7683(77)90073-7
Lade, 1982, Three-Parameter Failure Criterion for Concrete, J. Engr. Mech. Div., ASCE, 108, 850, 10.1061/JMCEA3.0002874
Lade, 1984, Failure Criterion for Frictional Materials, 385
Kim, 1984, Modelling Rock Strength in Three Dimensions, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 21, 21, 10.1016/0148-9062(84)90006-8
Prager, 1949, Recent Developments in the Mathematical Theory of Plasticity, J. Appl. Phys., 20, 235, 10.1063/1.1698348
Lade, 1972, The Stress-Strain and Strength Characteristics of Cohesionless Soils
Lade, 1978, Three-Dimensional Behavior of Remolded Clay, J. Geotech. Engr. Div., ASCE, 104, 193, 10.1061/AJGEB6.0000581
Maso, 1980, Mechanical Behavior of Darney Sandstone in Biaxial Compression, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 17, 109, 10.1016/0148-9062(80)90262-4
Aschl, 1976, Strength and Stress Strain Behavior of Concrete Under Multiaxial Compression and Tension, 102
Kupfer, 1969, Behavior of Concrete Under Biaxial Stresses, J. Am. Concr. Inst., 66, 656
Lee, 1967, Drained Strength Characteristics of Sands, J. Soil Mech. Found. Div., ASCE, 93, 117, 10.1061/JSFEAQ.0001048
Al-Hussaini, 1972, Plane Strain and Triaxial Compression Tests on Painted Rock Dam Material
Al-Hussaini, 1971, Drained Plane Strain and Triaxial Compression Test on Crushed Napa Basalt
Tasuji, 1978, Stress-Strain and Fracture of Concrete in Biaxial Loading, J. Am. Concr. Inst., 75, 306