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COMBINED LABORATORY VANE AND DIRECT SHEAR TEST PROCEDURE FOR MARINE SOILS.SHERIF MA; ISHIBASHI I; WEBB MS et al.1978; MAR. GEOTECHNOL.; USA; DA. 1978; VOL. 3; NO 1; PP. 1-22; BIBL. 6 REF.Article

THE DETERMINATION OF YOUNG'S MODULUS FROM THE DIRECT SHEAR TESTNOONAN DKJ; NIXON JF.1972; REV. CANAD. GEOTECH.; CANADA ; 1972, VOL. 9, NUM. 0004, P. 504 A 507Serial Issue

APPAREIL D'ENREGISTREMENT POUR ESSAIS SCISSOMETRIQUESKORCAGIN GP; KORCHAGIN GP.sdS.L. TRAD. DU RUSSE: PUBL. MINIST. GEOL. S.S.S.R. VSEGINGEO, MOSCOU, S.S.S.R., 1970, NO31 ?; , NUM. 0072, P. 1 A 6Miscellaneous

ENTWICKLUNGSTENDENZEN EN IN DER LABORMAESSIGEN ERMITTLUNG BODENMECHANISCHER SCHERPARAMETER = TENDANCES DU DEVELOPPEMENT DE LA RECHERCHE EN LABORATOIRE DES PARAMETRES DE CISAILLEMENT MECANIQUE DU SOLBOBE R; DITTMANN W.1972; WISSENSCH. Z. HOCHSCH. VERK-WES. FRIEDRICH LIST DRESDEN; DTSCH. ; 1972, NUM. 0003, P. 797 A 811Serial Issue

INTERPRETATION DE LA RESISTANCE AU CISAILLEMENT DES ROCHES.1971; BANYASZ. KUTATO INST. KOEZL; HUN; 1971, VOL. 15, NUM. 0002, P. 45 A 52Miscellaneous

DIREKTER SCHERVERSUCH IM LABORATORIUM AN FELSPROBEN MIT KLUEFTEN. = ESSAIS AU CISAILLEMENT DIRECTS EN LABORATOIRE SUR DES ECHANTILLONS DE ROCHERS FISSURES.LOCHER HG.1971; SCHWEIZ. BAUZTG; CHE; 1971, VOL. 89, NUM. 0030, P. 760 A 763Miscellaneous

ZUR FRAGE DER SCHERHAFTFESTIGKEIT BEI RUHEDRUCKUNTERSUCHUNGEN. (SUR LA RESISTANCE AU CISAILLEMENT DANS LES ESSAIS DE PRESSION DES TERRES AU REPOS).SOWADA G.1969; WASSERWIRTSCH.-WASSERTECH; DDR; 1969, VOL. 19, NUM. 0005, P. 174 A 176Miscellaneous

SCISSOMETRE RETRACTABLE POUR L'ETUDE DE L'ETAT DES SOLS COHERENTS AUTOUR DES PIEUX.JEZEQUEL J; GUEGAN J; HERVE G et al.1971; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; 1971, NUM. 0056, P. 17 A 19Miscellaneous

REVALUATION OF THE CLAY SHEARING CONDITION WITH CERCLE NON=0.MORTARI R.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 106 A 111Miscellaneous

ON THE ESTIMATION OF THE DEFORMABILITY CHARACTERISTICS OF AN ISOTROPIC ELASTIC SOIL MEDIUM BY MEANS OF A VANE TEST = ESTIMATION DES CARACTERISTIQUES DE DEFORMABILITE D'UN SOL ELASTIQUE ISOTROPE AU MOYEN DE L'ESSAI AU SEISSOMETRESELVADURAI APS.1979; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1979; VOL. 3; NO 3; PP. 231-243; BIBL. 27 REF.Article

KIESZONKOWE PRZYRZADY DO OKRESLANIA CECH MECHANICZNYCH GRUNTOW SCINARKA OBROTOWA SO-1, PENETROMETR WCISKOWY PW-1. = APPAREILS DE POCHE POUR DETERMINER LES PROPRIETES MECANIQUES DES SOLS. COUPEUSE ROTATIVE SO-1, PENETROMETRE PWJAKUBOWSKI M; SZULINSKI A.1974; TECH. POSZUKIWAN; POLSKA; 1974, VOL. 13, NUM. 0005, P. 40 A 44Serial Issue

SCHERVERSUCHE AN FELS. = ESSAIS AU CISAILLEMENT DES ROCHES.SERAFIM JL; GUERREIRO M.1970; IN: 10. LAENDERTREFFEN INT. BUEROS GEBIRGSMECH. LEIPZIG, DTSCH., 1968. BER..; 1970, P. 173 A 282Miscellaneous

Sur la technologie des essais de cisaillement in situ des plans de structure faiblesYUAN CHENG-WEN; DONG ZUN-DE.1982, Num 10, pp 8-15Article

FELS-SCHERVERSUCHE AM BORN. = ROCHERS ESSAIS AU CISAILLEMENT A BORN.1971; SCHWEIZ. BAUZTG; CHE; 1971, VOL. 89, NUM. 0030, P. 756 A 759Miscellaneous

DETERMINATION DE LA DURETE DES ROCHES A LA LIMITE DU CISAILLEMENT.KOBLISKA MA.1967; UNIV. BEOGRADU, ZBOR. RAD. RUDARSKO-GEOL.-METAL.FAK.; YUG; 1967, P. 325 A 331Miscellaneous

Photoelastic modelling of the vane shear testMAHMOUD, M.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 259-264Conference Paper

Use of field vane tests under earth-structures = Utilisation des essais in-situ au scissomètre sous des ouvrages en terreLAW, K. T.International conference on soil mechanics and foundation engineering. 11. 1985, pp 893-898Conference Paper

In situ vane test = Scissométrie in situPILOT, G.1982, pp 109-114Article

Undrained strength of mine tailings depositsULRICH, B. F; VALERA, J. E; HUGHES, J. M. O et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 375-380, isbn 90-5410-578-X, 2VolConference Paper

Measurements results corelations = Corrélation des résultats de mesuresLARRIERE, A.1982, pp 115-120Article

THE RELATIONSHIP BETWEEN THE SHEAR STRENGTH OF SANDS IN TRIAXIAL COMPRESSION, PLANE STRAIN AND DIRECT SHEAR.ROWE PW.1970; GEOTECHNIQUE; GBR; 1970(6), VOL. 20, NUM. 0002, P. 215 A 218Miscellaneous

LES ESSAIS IN SITU EN MECANIQUE DES SOLS (FIN).CASSAN M.1969; CONSTRUCTION; FRA; 1969, VOL. 24, P. 244 A 256Miscellaneous

TORSIONAL SHEAR TESTING TECHNIQUE FOR DYNAMIC PROPERTIES OF CLAY.KRIZEK RJ; FRANKLIN AG.1969; A.S.T.M. SPEC. TECH. PUBL; USA; 1969, NUM. 0450, P. 115 A 137Miscellaneous

VANE TESTS FOR INVESTIGATION OF ANISOTROPY OF UNDRAINED SHEAR STRENGTH OF CLAYS.AAS G.1968; NORGES GEOTEK. INST., PUBL.; NOR; 1968, NUM. 0076, P. 1 A 6Miscellaneous

DAS KOMPRESSIONSVISKOSIMETER, EIN NEUES FLUEGELSCHERGERAET UND DIE ERSTEN VERSUCHSERGEBNISSE IM VERGLEICH ZU DENEN DES DIREHTEN SCHERGERAETES. = LE VISCOSIMETRE A COMPRESSION, UN NOUVEL APPAREIL DE CISAILLEMENT A AILETTES ET LES PREMIERS RESULTATS D'ESSAI COMPARES AKOMODROMOS A.1974; GEOL. JB., C; DEU; 1974, NUM. 0008, P. 26 A 63Serial Issue

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