A model to estimate the dilatancy angle of rock massesALEJANO, L. R; ALONSO, E; VARAS, F et al.Symposium of the International Society for Rock Mechanics. 2005, pp 15-21, isbn 04-1538-042-1, 7 p.Conference Paper

Vor 100 Jahren: Reynolds beschreibt die Dilatanz = Il y a 100 ans: Reynolds a décrit la dilatanceSMOLTCZYK, U.Geotechnik. 1985, Vol 8, Num 4, pp 208-209, issn 0172-6145Article

Anisotropy: a pervasive feature of fault zones? = Anisotropie: un caractère dominant des zones faillées?EVANS, R.Geophysical journal of the Royal Astronomical Society. 1984, Vol 76, Num 1, pp 157-163, issn 0016-8009Article

Modélisation des massifs rocheux fissurés par la méthode des éléments distincts = Modelisation of fissured rock masses by the distinct element methodTahiri, Abdelouahed; Cojean, Roger.1992, 202 p.Thesis

Influence of the compressibility-dilatancy models on the result of a pressuremeter testALLOUANI, M; CAMBOU, B; DUBUJET, P et al.The pressuremeter and its new avenues. International symposium. 1995, pp 57-63Conference Paper

Shear thickening in polymer stabilized colloidal dispersionsKRISHNAMURTHY, Lakshmi-Narasimhan; WAGNER, Norman J; MEWIS, Jan et al.Journal of rheology (New York, NY). 2005, Vol 49, Num 6, pp 1347-1360, issn 0148-6055, 14 p.Article

Investigation of dilatancy in rock massifMANSUROV, V. A.International Workshop on rock foundation. 1995, pp 81-84, isbn 90-5410-562-3Conference Paper

Shear thickening in densely packed suspensions of spheres and rods confined to few layersBROWN, Eric; HANJUN ZHANG; FORMAN, Nicole A et al.Journal of rheology (New York, NY). 2010, Vol 54, Num 5, pp 1023-1046, issn 0148-6055, 24 p.Article

Shear thickening in filled Boger fluidsSCIROCCO, Rossella; VERMANT, Jan; MEWIS, Jan et al.Journal of rheology (New York, NY). 2005, Vol 49, Num 2, pp 551-567, issn 0148-6055, 17 p.Article

A consistent framework with embedded microstructural considerations for stress-dilatancy behaviour of sandsWAN, R. G; GUO, P. J.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 41-46, isbn 90-5809-095-7Conference Paper

Origins of shear dilatancy and shear thickening phenomenaWOODCOCK, L. V.Chemical physics letters. 1984, Vol 111, Num 4-5, pp 455-461, issn 0009-2614Article

Dilatancy in brittle rocks = Dilatance dans les roches cassantesRADU, C; RUGINAˇ, I; WINTER, G et al.Revue roumaine des sciences techniques. Série de mécanique appliquée. 1983, Vol 28, Num 4, pp 447-450, issn 0035-4074Article

AN UPPER BOUND VALUE FOR PHI _F IN THE STRESS-DILATANCY EQUATION. = UNE VALEUR LIMITE SUPERIEURE POUR PHI _F DANS L'EQUATION CONTRAINTE-DILETANCEPROCTER DC.1974; GEOTECHNIQUE; G.B.; DA. 1974; VOL. 24; NO 3; PP. 269-287; BIBL. 8 REF.Article

Caractérisation et modélisation des massifs rocheux fracturés en blocs = Physical and mechanical rock joints characterization Block modelling of jointed rock massesRode, Nathalie; Homand, Françoise.1991, 157 p.Thesis

Critical strength/stress ratios at the ice-bed interface in the drumlin forming process: from dilatancy to cross-over = Etude des rapports critiques contrainte-déformation à l'interface de la couche de glace lors de la formation des drumlins: de la «dilatance» au «point d'inflexion»SMALLEY, I. J; PIOTROWSKI, J. A.Drumlin symposium. 1987, pp 81-86Conference Paper

Turkish dilatancy project TDP3, March to November 1984 = Projet de dilatance turque TDP3, Mars à Novembre 1984UCER, B; CRAMPIN, S; EVANS, R et al.Bulletin of the International Institute of Seismology and Earthquake Engineering. 1985, Vol 21, pp 93-114, issn 0074-655XArticle

An interface model for analysis of deformation behaviour of discontinuitiesMROZ, Z; GIAMBANCO, G.International journal for numerical and analytical methods in geomechanics. 1996, Vol 20, Num 1, pp 1-33, issn 0363-9061Article

Experimental study of the dilatancy in overconsolidated clayHATTAB, M; HICHER, P. Y.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 57-62, isbn 90-5410-537-2, 2VolConference Paper

Some aspects concerning the macrostructured soils of RomaniaCHIRICA, A; STANCULESCU, I.International conference on soil mechanics and foundation engineering. 1994, pp 97-102Conference Paper

Mechanisms of seismic quiescences = Mécanismes de calme sismiqueSCHOLZ, C. H.Pure and Applied Geophysics. 1988, Vol 126, Num 2-4, pp 701-718, issn 0033-4553, no spécialConference Paper

Prefailure joint dilataney and the behaviour of a beam with vertical joints = Dilatance de joint de prérupture et comportement d'une poutre avec joints verticauxPENDER, M. J.Rock mechanics and rock engineering. 1985, Vol 18, Num 4, pp 253-266, issn 0723-2632Article

Deformation and strength properties of peat = Propriétés de déformation et résistance de la tourbeYAMAGUCHI, H; OHIRA, Y; KOGURE, K et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2461-2464Conference Paper

Interface pullout behaviour of geogrids embedded in compacted granular soilsMORACI, N; ROMANO, G; MONTANELLI, F et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 837-842, isbn 80-86769-00-3, 6 p.Conference Paper

The granular material as a generalized quasi-classical continuumGIOVINE, P.Zeitschrift für angewandte Mathematik und Mechanik. 1996, Vol 76, pp 165-166, issn 0044-2267, SUP5Conference Paper

Prefailure joint dilatancy and the behaviour of a beam with vertical joints = Dilatance de diaclase de prérupture de comportement d'une poutre avec des diaclases verticalesPENDER, M. J.Rock Mechanics. 1985, Vol 18, Num 4, pp 253-266, issn 0035-7448Article