A third-invariant plasticity theory for low-strength concrete = Théorie de la plasticité au troisième invariant pour du béton à faible résistanceSCHREYER, H. L; BABCOCK, S. M.Journal of engineering mechanics. 1985, Vol 111, Num 4, pp 545-558, issn 0733-9399Article

The influence of deformation path on adaptation process of a solidSACZUK, J.Archives of Mechanics. 1997, Vol 49, Num 3, pp 525-545, issn 0373-2029Conference Paper

Field stress path simulation of rain-induced slope failure = Simulation du chemin de contraintes d'une rupture de talus causée par la pluieBRENNER, R. P; BRAND, E. W.International conference on soil mechanics and foundation engineering. 11. 1985, pp 991-996Conference Paper

A simple automatic stress path control system for axial testingKOLISOJA, P.International conference on soil mechanics and foundation engineering. 1994, pp 39-42Conference Paper

Yield stress after double strain-path changeVIEIRA, M. F; FERNANDES, J. V; CHAPARRO, B et al.Materials science & engineering. A, Structural materials : properties, microstructure and processing. 2000, Vol 284, Num 1-2, pp 64-69, issn 0921-5093Article

Stress loading paths in elastic-plastic wave propagationSPECHT, U; LIN, X; BALLMANN, J et al.Zeitschrift für angewandte Mathematik und Mechanik. 1998, Vol 78, pp S741-S742, issn 0044-2267, SUP2Conference Paper

Prandtl-Reuss elastoplasticity : On-off switch and superposition formulaeHONG, H.-K; LIU, C.-S.International journal of solids and structures. 1997, Vol 34, Num 33-34, pp 4281-4304, issn 0020-7683Article

A simple stress path analog for the triaxial test = Etude analogique simple des chemins de contrainte dans l'essai triaxialVAID, Y. P; NEGUSSEY, D.Canadian geotechnical journal. 1983, Vol 20, Num 4, pp 827-832, issn 0008-3674Article

On the measurement of critical state parameters of dense granular soilsJIAN CHU; LO, S.-C. R.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 27-35, issn 0149-6115Article

Nonequilibrium response in attenuating smooth plane-wave frontsSANO, Y.Journal of applied physics. 1991, Vol 69, Num 5, pp 2987-2997, issn 0021-8979, 11 p.Article

On deformation under strain path with a cornerGUPTA, N. K; LAUERT, H.-A; ZDEBEL, U et al.Zeitschrift für angewandte Mathematik und Mechanik. 1990, Vol 70, Num 8, pp 325-330, issn 0044-2267, 6 p.Article

An extension to the Saeb and Amadei constitutive model for rock joints to include cyclic loading pathsSOULEY, M; HOMAND, F; AMADEI, B et al.International journal of rock mechanics and mining sciences & geomechanics abstracts. 1995, Vol 32, Num 2, pp 101-109, issn 0148-9062Article

Stress-path dependent shear strength of sandFEDA, J.Journal of geotechnical engineering. 1994, Vol 120, Num 6, pp 958-974, issn 0733-9410Article

A hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurementKOFI AMPADU, S; TATSUOKA, F.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 3-17, issn 0149-6115Article

Response of granular soil along constant stress increment ratio path = Réponse de sols non cohérents le long de chemins à indice constant d'incrément de containteLO, S.-C. R; LEE, I. K.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 355-376, issn 0733-9410Article

Additional relaxations in the Alamel texture modelMANIK, Tomáš; HOLMEDAL, Bjørn.Materials science & engineering. A, Structural materials : properties, microstructure and processing. 2013, Vol 580, pp 349-354, issn 0921-5093, 6 p.Article

Physical similitude and structural collapse in K₀ compression of soilsFEDA, J; BOHAC, J; HERLE, I et al.Journal of geotechnical engineering. 1995, Vol 121, Num 2, pp 210-215, issn 0733-9410Article

Kinematic hardening of soft clay in simple shearPUZRIN, A; FRYDMAN, S; TALESNICK, M et al.International journal for numerical and analytical methods in geomechanics. 1995, Vol 19, Num 11, pp 769-791, issn 0363-9061Article

Contribution to the study of the behaviour of granular geomaterials under rotational sollicitations : design of a torsion apparatusChehade, Rabih; Shahrour, Isam.1989, 106 p.Thesis

Spannungswege in Staudämmen = Chemins de contrainte dans les barrages = Stress-paths in damsBASTION, W.Wissenschaftliche Zeitschrift der Hochschule für Architektur und Bauwesen Weimar. 1986, Vol 32, Num 2-3, pp 110-116, issn 0509-9773Article

Stress path tests to measure soil strength parameters for shallow landslips = Essais du chemin de contrainte pour mesurer les paramètres de la résistance limite du sol pour les glissements superficielsATKINSON, J. H; FARRAR, D. M.International conference on soil mechanics and foundation engineering. 11. 1985, pp 983-986Conference Paper

Déformation cumulée tensorielle dans le référentiel en rotation logarithmique = Cumulated tensorial strain measure in the logarithmic rotating frameMORA, Vincent; LAURENT, Hervé; RIO, Gérard et al.Comptes rendus. Mécanique. 2004, Vol 332, Num 11, pp 921-926, issn 1631-0721, 6 p.Article

Experimental study of vector and scalar properties of 9kh2 steel in deformation along flat curvilinear trajectories. Part 2. Astroid-shaped trajectoriesGARANIKOV, V. V; ZUBCHANINOV, V. G; OKHLOPKOV, N. L et al.Strength of materials. 1999, Vol 31, Num 6, pp 559-563, issn 0039-2316Article

Experimental investigation of multiaxial compressive strength of concrete under different stress pathsLAN, S; GUO, Z.ACI materials journal. 1997, Vol 94, Num 5, pp 427-434, issn 0889-325XArticle

Proportional loading behaviour of sand under multiaxial stressesVAID, Y. P; SAYAO, A.Soils and foundations. 1995, Vol 35, Num 3, pp 23-29, issn 0038-0806Article