HOMOGENEOUS TRIAXIAL TESTS ON SAND-CRITERION FOR HOMOGENEITY AND MEASUREMENT OF VOLUME CHANGES.RAJU VS; DEMAN F.1976; REV. CANAD. GEOTECH.; CANADA; 1976, VOL. 13, NUM. 0001, P. 85 A 91Serial Issue

METHODE SIMPLIFIEE DE CALCUL DES ESSAIS DE COMPRESSION TRIAXIALE.KLODNICKI A; ZWIERZEWICZ T.1972; PRZEGL. GEOL.; POL; 1972, VOL. 20, NUM. 0002, P. 97 A 101Miscellaneous

CONSOLIDATION OF VISCOUS SOILS SUBJECTED TO CONTINUOUSLY INCREASING UNIFORM LOADSUKLJE L.1971; ACTA GEOTECH.; YOUGOSL. ; 1971, NUM. 0034-0036, P. 1 A 30Serial Issue

EFFECTS OF LOADING ON TRIAXIAL TEST RESULTS. DISCUSSION.LUNDGREN R; MITCHELL JK.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(11), VOL. 95, NUM. 0006, P. 1537 A 1538Miscellaneous

ROCKFILL TESTING IN A LARGE DIRECT-SHEAR DEVICE.DOBR J; ROZSYPAL A.1974; IN: INT. ASSOC. ENG. GEOL. PROC. 2ND INT. CONGR.; SAO PAULO; 1974; SAO PAULO ASSOC. BRAS. GEOL. ENG.,1974, VOL. 1, P. 1 A 3Miscellaneous

SERVO-CONTROLLED EQUIPMENT FOR DYNAMIC TRIAXIAL TESTING OF SOILS1972; GEOTECHNIQUE; G.B.; 1972, VOL. 22, NUM. 0003, P. 526 A 529Serial Issue

DONNEES DE LA LUMINESCENCE DANS L'ANALYSE DE LA DEFORMATION DES ROCHES.ALBISSIN M D'.1968; REV. INDUSTR. MINER; FRA; 1968(5), P. 29 A 37Miscellaneous

A SOLID-INCLUSION BOREHOLE PROBE TO DETERMINE THREE-DIMENSIONAL STRESS CHANGES AT A POINT IN A ROCK MASS.NICHOLS TC JR; ABEL JF JR; LEE FT et al.1968; GEOL. SURV. U.S.A., BULL.; USA; 1968, NUM. 1258-00C , P. 1 A 28Miscellaneous

ANALYSIS OF THE TRIAXIAL TEST-COHESIONLESS SOILS.BROMS BB; JAMAL AK.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS; 1965, VOL. 1, P. 184 A 188Miscellaneous

BRITTLE FRACTURE OF ROCK AT LOW CONFINING PRESSURESBROWN ET.sdIN: 1ST AUSTRALIA-NEW ZEALAND CONF. GEOMECH. MELBOURNE, 1971. PROC.; SYDNEY SECR. INST. ENG. AUSTRALIA ,, VOL. 1, P. 1Miscellaneous

LES RECHERCHES SUR L'ESSAI TRIAXIAL AU LABORATOIRE CENTRAL DES PONTS ET CHAUSSEES.JOSSEAUME H.1970; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FRA; 1970(4), NUM. 0268, P. 117 A 132Miscellaneous

A NEW TRUE TRIAXIAL APPARATUS.HAMBLY EC.1969; GEOTECHNIQUE; GBR; 1969(6), VOL. 19, NUM. 0006, P. 307 A 309Miscellaneous

KELVIN STRESS DISTRIBUTION.SMART P.1969; GEOTECHNIQUE; GBR; 1969(9), VOL. 19, NUM. 0003, P. 422 A 423Miscellaneous

ZUR DURCHFUEHRUNG ECHTER TRIAXIALVERSUCHE.(CONDUITE DES ESSAIS TRIAXIAUX).HOEFER KH; HEYNE KH.1968; BERGAKADEMIE, DTSCH; DDR; 1968(1), VOL. 20, NUM. 0001, P. 9 A 12Miscellaneous

TRIAXIAL AND SEISMIC LABORATORY TESTS FOR STRESS-STRAIN-TIME STUDIES.BAMERT E; SCHNITTER G; WEBER M et al.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS; 1965, VOL. 1, P. 151 A 155Miscellaneous

BERECHNUNG VON SETZUNGEN MIT HILFE VON DREIAXIALEN DRUCKVERSUCHEN = CALCUL DES TASSEMENTS A L'AIDE DE LA PRESSIOMETRIE TRIAXIALEKOENIG G; SHERIF G.sdMITT. INST. VERKEHRSWASSERBAU GRUNDBAU BODENMECH.; DTSCH. TIRE A PART DE : DER BAUINGENIEUR, DTSCH., 1969, 44, NO7,1971, NUM. 0052, P. 1 A 3Serial Issue

THE INFLUENCE OF THE MEMBRANE RESTRAINT ON THE MEASURED STRENGTH OF A SOIL SAMPLE FAILING ALONG A SINGLE SHEAR PLANE IN THE TRIAXIAL TEST.PACHAKIS MD.1976; GEOTECHNIQUE; G.B.; 1976, VOL. 26, NUM. 0001, P. 226 A 230Serial Issue

HOMOGENOUS AND LAYERED SAND IN TRIAXIAL COMPRESSION.ARTHUR JRF; PHILLIPS AB.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0004, P. 799 A 815Serial Issue

THE STUDY OF PRECURSORS OF FAILURE UNDER BIAXIAL COMPRESSION.SOBOLEV GA.1975; IN: EARTHQUAKE PREDICTION ROCK MECH.; BASEL BIRKHAEUSER; 1975, P. 45 A 49Book

ESTIMATION ET CORRECTION DES APPROXIMATIONS CLASSIQUES DU CALCUL DU TASSEMENT DES FONDATIONS SUPERFICIELLES.GIROUD JP; CORDARY D.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; 1975, NUM. 0333, P. 105 A 131Serial Issue

A HYDRAULIC TRIAXIAL APPARATUS FOR CONTROLLED STRESS PATH TESTING.BISHOP AW; WESLEY LD.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0004, P. 657 A 670Serial Issue

SAND LIQUEFACTION UNDER RANDOM EARTHQUAKE LOADING CONDITION.ISHIHARA K; YASUDA S.1974; IN: PROC. 5TH WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 1, P. 329 A 338Miscellaneous

EFFECT OF SEISMIC LOADING ON UNDRAINED CLAY CREEPHOLZER TL; KAARE HOEEG.1973; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV.; U.S.A. ; 1973, VOL. 99, NUM. 0001, P. 153 A 158Serial Issue

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