Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("Chemin contrainte")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 932

  • Page / 38

Export

Selection :

  • and

Variation de volume d'un sable dense sur chemins de contrainte axisymétrique = Volume change of a dense sand along axisymmetric stress pathsDEGNY, E; LANIER, J.Comptes rendus de l'Académie des sciences. Série 2, Mécanique, Physique, Chimie, Sciences de l'univers, Sciences de la Terre. 1985, Vol 301, Num 9, pp 561-566, issn 0764-4450Article

Extremal paths and holonomic constitutive laws in elastoplasticityREDDY, B. D; MARTIN, J. B; GRIFFIN, T. B et al.Quarterly of applied mathematics. 1987, Vol 45, Num 3, pp 487-502, issn 0033-569XArticle

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

The route that forces takeSKAKOON, James G.Mechanical engineering (New York, N.Y. 1919). 2008, Vol 130, Num 9, pp 39-42, issn 0025-6501, 4 p.Article

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

Stress ratio effects on shear modulus of dry sands = Effets du rapport des contraintes sur le module de cisaillement de sables secsYU, P; RICHART, F. E. JR.Journal of geotechnical engineering. 1984, Vol 110, Num 3, pp 331-345, issn 0733-9410Article

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

  • Page / 38