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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

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

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

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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

TRIBOLOGICAL BEHAVIOUR OF POLYACETALSCLERICO M.1980; WEAR; ISSN 0043-1648; CHE; DA. 1980; VOL. 64; NO 2; PP. 259-272; BIBL. 10 REF.Article

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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

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

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

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

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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

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