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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

THE FINITE ELEMENT ANALYSIS OF MINE SPOIL SLOPES USING SLIP ELEMENTS TO SIMULATE STRAIN SOFTENING YIELD BEHAVIOUR = ANALYSE PAR LA METHODE DES ELEMENTS FINIS DE TALUS DES DELAIS MINIERS EN UTILISANT DES ELEMENTS DE GLISSEMENT POUR SIMULER LE COMPORTEMENT EN DEFORMATIONRICHARDS BG.1982; TRANS. INST. ENG. AUST., CIV. ENG.; ISSN 0159-2068; AUS; DA. 1982; VOL. 24; NO 1; PP. 69-76; BIBL. 12 REF.Article

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SPECIMEN SIZE EFFECT IN SIMPLE SHEAR TESTVUCETIC M; LACASSE S.1982; J. GEOTECH. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 12; PP. 1567-1585; BIBL. 19 REF.Article

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Slopes and slope processes = Versants et processus concernant les versantsBURT, T. P.Progress in physical geography. 1984, Vol 8, Num 4, pp 570-582, issn 0309-1333Article

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A convenient alternative representation of Taylor's stability chartBAKER, R; TANAKA, Y.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 253-257, isbn 90-5809-081-7Conference Paper

Do slopes designed with empirical rock mass strength criteria stand up ?DURAN, A; DOUGLAS, K.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 87-90, isbn 90-5809-069-8Conference Paper

Stresses and displacements in natural slopes = Contraintes et déplacements des pentes naturellesBENGTSSON, P.-E; LEKORCHI, D.Rapport - Statens geotekniska institut. 1983, Num 17, pp 27-29, issn 0348-0755Article

Proraćun stabilnosti kosina po spencerovim dijagramima stabilnostiOBRADOVIC, R.Rufarski Glasnik. 1983, Num 2, pp 5-13, issn 0035-9637Article

The equatorial plane polar-equatorial plane plumb double projection in the stability analysis of the rock space slide = Analyse de la stabilité de pentes à l'aide d'une double projection, polaire et normale sur plan équatorialDU ZIQIN.International Association of Engineering Geology. International congress. 4. 1982, pp 191-199Conference Paper

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Appraisal of Bishop's method of slope stability analysisSIVAKUMAR BABU, G. L; BIJOY, A. C.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 249-252, isbn 90-5809-081-7Conference Paper

Integrated intelligent modelling on slope stability analysisFENG, X.-T; WANG, Y.-J; KATSUYAMA, K et al.EUROCK'96, ISRM International symposium. 1996, pp 577-582, isbn 90-5410-843-6, 2VolConference Paper

Influence de la marée sur la stabilité des pentes = Influence of the tide on slope stabilityREZZOUG, A; ALEXIS, A; KISMI, M et al.Génie civil - génie côtier. Journées nationales. 1994, pp 279-281Conference Paper

Nehir kenarlarinin durayliligi = La stabilité des rives de cours d'eauOZBEK, T.Jeomorfoloji Dergisi. 1986, Num 14, pp 49-56, issn 0250-2844Article

A new concept in slope stability analysisSTANCIU, A; RAILEANU, P; BOTI, N et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1253-1256, isbn 90-2651-853-6, 3VolConference Paper

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Study on the stability of a slope and consolidation solutionsPOPA, A; TRIPA, I.International congress International Association of Engineering Geology. 1994, pp 1481-1485Conference Paper

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Recherche sur la stabilité des pentes de la colline de Lianzya (Chine)PENG GUANGZHONG.1983, Num 8, pp 10-22Article