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On the characteristic equations of elasto-plastic flowGUO, R. M; SWEDLOW, J. L.International journal of non-linear mechanics. 1983, Vol 18, Num 4, pp 321-333, issn 0020-7462Article

Diversion of faulting by hills = Diversion de surfaces de glissement par une collineBERRILL, J. B.Quarterly Journal of Engineering Geology. 1988, Vol 21, Num 4, pp 371-374, issn 0481-2085Article

Determining three-dimensional non-spherical critical slip surface in earth slopes using an optimization methodHAJIAZIZI, M; TAVANA, H.Engineering geology. 2013, Vol 153, pp 114-124, issn 0013-7952, 11 p.Article

The geometry of slip surfaces beneath landslides: predictions from surface measurements = Géométrie des surfaces de glissement des glissements de terrains: prévision pour la mesure des surfacesCARTER, M; BENTLEY, S. P.Canadian geotechnical journal. 1985, Vol 22, Num 2, pp 234-238, issn 0008-3674Article

Upper bound limit analysis of soil with non-linear failure criterion = Analyse de la limite supérieure du sol avec critère de rupture non linéaireBAKER, R; FRYDMAN, S.Soils and foundations. 1983, Vol 23, Num 4, pp 34-42, issn 0038-0806Article

Digues et barrages en terre de faible hauteur ― Calcul automatique des digues et barrages en terre = The automatic design calculation of earth dams and dykesBANGRATZ, J.-L; JOSSEAUME, H; LEBRUN, B et al.Bulletin de liaison des laboratoires des ponts et chaussées. 1984, Num 130, pp 5-14, issn 0458-5860Article

Development of strain measurement system for soils and its application to sand around a buried pipe = Développement d'un appareil de mesure de déformations de sols et son application au sable entourant une canalisation enterréeTAKAGI, N; NISHIO, N; YONEYAMA, K et al.Soils and foundations. 1983, Vol 23, Num 3, pp 65-79, issn 0038-0806Article

Reevaluation of the adhesive relationship between the tire and the soilKOMANDI, G.Journal of terramechanics. 1993, Vol 30, Num 2, pp 77-83, issn 0022-4898Article

Aktuelle Probleme beim Messen und Bewerten der Rutschhemmung = Actual problems when measuring and evaluating the slippingSKIBA, R.Boden-wand-deck. 1996, Num 10, pp 150-153, 3 p.Article

Influence of strength anisotropy on the search for critical noncircular slip surface = Influence de l'anisotrope de la résistance sur la recherche de surface de glissement critique non circulaireARAI, K; NAKAGAWA, M.Soils and foundations. 1986, Vol 26, Num 3, pp 129-136, issn 0038-0806Article

Three-dimensional slope stability: end effects = Stabilité tridimensionnelle d'un versant: effets d'extrémitéLESHCHINSKY, D; BAKER, R.Soils and foundations. 1986, Vol 26, Num 4, pp 98-110, issn 0038-0806Article

Comparison of observed and calculated slip surface in slope stability calculations = Comparaison des surfaces de glissement calculée et observée dans les calculs de stabilité de talusTALESNICK, M; BAKER, R.Canadian geotechnical journal. 1984, Vol 21, Num 4, pp 713-719, issn 0008-3674Article

Slope stability analysis : generalized approachLESHCHINSKY, D.Journal of geotechnical engineering. 1990, Vol 116, Num 5, pp 851-867, issn 0733-9410Article

Measurements of shear strain in soils with new gauges = Mesures des déformations par cisaillement dans des sols à l'aide de nouvelles jaugesSAWAGUCHI, M.Soils and foundations. 1984, Vol 24, Num 1, pp 148-150, issn 0038-0806Article

Determining the unique direction of sliding in three-dimensional slope stability analysisKALATEHJARI, Roohollah; AHMAD SAFUAN A RASHID; HAJIHASSANI, Mohsen et al.Engineering geology. 2014, Vol 182, pp 97-108, issn 0013-7952, 12 p., aArticle

Structure and kinematics of a landslide in a complex clayey formation of the Italian Southern ApenninesDI MAIO, C; VASSALLO, R; VALLARIO, M et al.Engineering geology. 2010, Vol 116, Num 3-4, pp 311-322, issn 0013-7952, 12 p.Article

STABILITY ANALYSIS OF SLOPE WITH WATER FLOW BY STRENGTH REDUCTION METHODWEI, W. B; CHENG, Y. M.Soils and foundations. 2010, Vol 50, Num 1, pp 83-92, issn 0038-0806, 10 p.Article

Performance of Pressuremeter Tests to Estimate the Position of the Sliding Surface: A Case Study in Zonguldak, TurkeyAGAN, Celal; UNAL, Murat.ASTM geotechnical testing journal. 2013, Vol 36, Num 4, pp 584-591, issn 0149-6115, 8 p.Conference Paper

A plastic flow model for the Acquara-Vadoncello landslide in Senerchia, Southern ItalySAVAGE, W; WASOWSKI, J.Engineering geology. 2006, Vol 83, Num 1-3, pp 4-21, issn 0013-7952, 18 p.Conference Paper

SIMPLIFIED THREE-DIMENSIONAL ANALYSIS OF SLOPE STABILITY = ANALYSE TRI-DIMENSIONNELLE SIMPLIFIEE DE LA STABILITE DES VERSANTSHERZOG MAM.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. CIVIL ENGINEERING DIVISION; ISSN 0373-1995; IND; DA. 1982; VOL. 63; NO 3; PP. 127-130; BIBL. 13 REF.Article

QUELQUES ASPECTS DE L'USURE EXCESSIVE DES SURFACES GLISSANTES DES COLLECTEURS DE MACHINES ELECTRIQUESMUSZALSKI Z.1977; ROZPR. ELEKTROTECH.; POLSKA; DA. 1977; VOL. 23; NO 4; PP. 957-967; ABS. ANGL. FR. ALLEM. RUSSE; BIBL. 13 REF.Article

STABILITY OF NATURAL SLOPES IN QUICK CLAYS = STABILITE DE PENTES NATURELLES DANS L'ARGILE TRES SENSIBLEAAS G.1981; PUBL.-NOR. GEOTECH. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 135; 8 P.; BIBL. 8 REF.Conference Paper

DETERMINATION OF THE CRITICAL SLIP SURFACE IN SLAPE STABILITY COMPUTATIONS = DETERMINATION DE LA SURFACE DE GLISSEMENT CRITIQUE DANS LES CALCULS DE STABILITE DES PENTESBAKER R.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1980; VOL. 4; NO 4; PP. 333-359; BIBL. 23 REF.Article

Analysis of the interpretation of yielding and strengthening behavior in small-size samplesGHOSH, A. K.Acta materialia. 2008, Vol 56, Num 10, pp 2353-2362, issn 1359-6454, 10 p.Article

Loi de glissement de caoutchoucs crus = Law of wall slip for rubber compoundsMezry, Abdeljabbar; Piau, J.-M.1995, 343 p.Thesis

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