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

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

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

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

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

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

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

Closed form solution of planar rock slope stability under Hoek and Brown (1980) failure criterion and non-associative plasticitySERRANO, A; OLALLA, C.International Symposium on Landslides. 2004, pp 533-537, isbn 04-1535-667-9, 5 p.Conference Paper

Stress-dilatancy relationship of various granular materials obtained by the newly developed in-situ direct shear testsLIU, S. H; MATSUOKA, H.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 461-464, isbn 90-5809-604-1, 4 p.Conference Paper

Experimental investigation and constitutive modelling of pre-failure deformation of a very densely compacted gravelMODONI, G; FLORA, A; AHN DAN, L. Q et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 497-504, isbn 90-5809-604-1, 8 p.Conference Paper

The experimental study on the shear behaviour of natural rock joint in consideration of joint roughnessTANIMOTO, C; KISHIDA, K; FUJISAKI, K et al.NARMS'96 : North American Rocks Mechanics Symposium. A Regional Conference of ISRM. 1996, pp 1619-1625, isbn 90-5410-838-X, 2VolConference Paper

Dilatancy characteristics of clayey soil under principal axes rotationAKAGI, H; SAITOH, J.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 311-314Conference Paper

Associative plasticity for dilatant soils = Plasticité avec association pour sols dilatantsKIOUSSIS, P. D; ABDULLA, A. A.Journal of engineering mechanics. 1992, Vol 118, Num 4, pp 763-785, issn 0733-9399Article

Soil nail pull out resistance in residual soilsHEYMANN, G; ROHDE, A.W; SCHWARTZ, K et al.International symposium on earth reinforcement practice. 1992, pp 487-492Conference Paper

Mechanisms of fabric evolution in granular media = Evolution de la structure des milieux pulvérulentsROTHENBURG, L; BATHURST, R.J; MATYAS, E.L et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 753-756Conference Paper

Modelling and simulation of load transfer in reinforced soils: I = Modélisation et simulation de la répartition des charges dans les sols renforcés: IJURAN, I; GUERMAZI, A; CHEN, C. L et al.International journal for numerical and analytical methods in geomechanics. 1988, Vol 12, Num 2, pp 141-155, issn 0363-9061Article

Deformation of semidry dilatant materialsMATCHENKO, N. M; TRESHCHEV, A. A.Refractories and industrial ceramics. 2000, Vol 41, Num 5-6, pp 172-175, issn 1083-4877Article

Revisiting Fecker-Rengers-Barton's method to characterize joint shear dilatancyARCHAMBAULT, G; VERREAULT, N; RISS, J et al.U.S. Rock Mechanics Symposium. 1999, pp 423-430, isbn 90-5809-100-7Conference Paper

Elastoplastic crack analysis for pressure-sensitive dilatant materials. I: Higher-order solutions and two-parameter characterizationHUANG YUAN; GUOYU LIN.International journal of fracture. 1993, Vol 61, Num 4, pp 295-330, issn 0376-9429Article

Restraining effect of geogrid reinforced soil in finite element analysisOTANI, J; OCHIAI, H; HAYASHI, S et al.International symposium on earth reinforcement practice. 1992, pp 147-150Conference Paper

Dilatant process for convective motion in a sand heapRAJCHENBACH, J.Europhysics letters (Print). 1991, Vol 16, Num 2, pp 149-152, issn 0295-5075Article

A constitutive model for characterizing dilatancy in rocksROEGIERS, J.-C; AZEEMUDDIN, M; ZAMAN, M.M et al.Rock mechanics as a multidisciplinary science. U.S. 1991, pp 531-538Conference Paper