kw.\*:("SURFACE GLISSEMENT")
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DETERMINATION DU DEGRE DE STABILITE DES PENTES A GLISSEMENTSBRASLAVSKIJ VD.1975; AVTOM. DOR.; S.S.S.R.; DA. 1975; VOL. 37; NO 4; PP. 23-24Article
EFFET DES ONDES ULTRASONORES SUR L'USURE DE SURFACES EN GLISSEMENTKONOVALOV EG; KOSTYUKOVICH SS; KISELEV MG et al.1975; DOKL. AKAD. NAUK B.S.S.R.; S.S.S.R.; DA. 1975; VOL. 19; NO 2; PP. 132-135; BIBL. 7 REF.Article
PREVISION DES DEFORMATIONS DES TALUS DES BERGESSHCHEBUNYAEV YU I.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO NO 3; PP. 110-114; BIBL. 6 REF.Article
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
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
ROLLING OF ELASTIC CYLINDERS WITH FRICTION AT SUPERSONIC SPEEDBARBER JR; COMNIOU M.1982; INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES; ISSN 0020-7683; USA; DA. 1982; VOL. 18; NO 9; PP. 783-789; BIBL. 9 REF.Article
CONTACT TRANSMISSION OF WAVE MOTION BETWEEN TWO SOLIDS WITH AN INITIAL GAPBARBER JR; COMNIOU M; DUNDURS J et al.1982; INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES; ISSN 0020-7683; USA; DA. 1982; VOL. 18; NO 9; PP. 775-781; BIBL. 5 REF.Article
AN APPRAISAL OF THE INFLUENCE OF A CURVED FAILURE ENVELOPE ON SLOPE STABILITY = EVALUATION DE L'INFLUENCE D'UNE ENVELOPPE DE RUPTURE COURBE SUR LA STABILITE DES PENTESCHARLES JA.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 4; PP. 389-392; BIBL. 11 REF.Article
FORMATION DES SURFACES DE DEPLACEMENT ET DE GLISSEMENT DANS LE SOL AUTOUR D'UN CONE ENFONCETSYTOVICH NA; EL'TSOV YU A.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 1; PP. 58-62; BIBL. 5 REF.Article
FRICTIONAL FUSION ON THE GLIDING PLANES OF TWO LARGE LANDSLIDES = FUSION PAR FRICTION SUR LES SURFACES DE GLISSEMENT DE DEUX GRANDS EBOULEMENTSMASCH L; ERISMANN T; HEUBERGER H et al.1981; BULL. LIAISON LAB. PONTS ET CH.; ISSN 0458-5860; FRA; DA. 1981; NO 10; NO SPEC.; PP. 11-14; ABS. FRE; BIBL. 8 REF.Conference Paper
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
STOCHASTIC SH WAVES ALONG A FRICTIONAL INTERFACE = ONDES SH STOCHASTIQUES LE LONG D'UNE INTERFACE DE FRICTIONMILLER RK.1982; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO EM6; PP. 1262-1276; BIBL. 9 REF.Article
REPRESENTATION DES GLISSEMENTS. ANALYSE DE LA STABILITE1976; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1976; SPEC. 2; PP. 13-62; ABS. ANGL. ALLEM. ESP. RUSSE; BIBL. DISSEM.; 10 ILL.Article
Seismic slope stability analysis : pseido-static generalized methodKA-CHING SANNGANG; LESHCHINSKY, D.Soils and foundations. 1994, Vol 34, Num 2, pp 73-77, issn 0038-0806Article
Convergence of slope stability computations using GPSBHATTACHARYA, G; BASUDHAR, P. K.Indian geotechnical journal. 1997, Vol 27, Num 4, pp 337-352, issn 0046-8983Article
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
Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Discussion = Détermination de la surface de glissement non circulaire, le facteur minimum de sécurité étant donné, dans l'analyse de stabilité des versants. DiscussionVENANZIO, R.G.Soils and foundations. 1985, Vol 25, Num 4, pp 142-143, issn 0038-0806Article
Genetic algorithms for searching critical slip surfaceSABHAHIT, N; SREEJA, J; MADHAV, M. R et al.Indian geotechnical journal. 2002, Vol 32, Num 2, pp 86-101, issn 0046-8983Article
TRIBOLOGICAL BEHAVIOUR OF POLYACETALSCLERICO M.1980; WEAR; ISSN 0043-1648; CHE; DA. 1980; VOL. 64; NO 2; PP. 259-272; BIBL. 10 REF.Article
LE BETON SEMI-CONTINU EN CONSTRUCTION ROUTIEREMATHAY G.1983; EXCAVATOR; BEL; DA. 1983; NO 465; PP. 21-22; 1 P.; IDEM FLEArticle
METHODS OF LOCATING SLIP SURFACES IN LANDSLIDES = METHODES DE LOCALISATION DES SURFACES DE GLISSEMENT DANS LES GLISSEMENTS DE TERRAINHUTCHINSON JN.1982; TECH. BULL. - BR. GEOMORPHOL. RES. GROUP; ISSN 0306-3380; GBR; DA. 1982; VOL. 30; 30 P.; BIBL. 7 P.; ILL.Serial Issue
Seismic slope stability - The critical accelerationSARMA, S. K.International Conference on earthquake geotechnical engineering. 1999, pp 1077-1082, isbn 90-5809-116-3Conference Paper
A new approach of solving the stability equations of general slip surfacesBHATTACHARYA, G; BASUDHAR, P. K.Indian geotechnical journal. 1999, Vol 29, Num 4, pp 322-338, issn 0046-8983Article