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MODERN ELECTRONICS FOR GEOTECHNICAL ENGINEERS. 8-MICROPROCESSOR APPLICATIONSMOORE CA.1981; GEOTECH. TESTING J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 79-82Article

GEOMETRIC SOFTENING IN TRIAXIAL TESTS ON GRANULAR MATERIALDRESCHER A; VARDOULAKIS I.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 4; PP. 291-303; ABS. FRE; BIBL. 25 REF.Article

LABORATORY PERFORMANCE OF RAILROAD BALLAST.RAYMOND GP; DAVIES JR; GASKIN PN et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 238-242; BIBL. 1/2 P.Conference Paper

EFFECT OF EDGE CONDITIONS ON TEST RESULTS FOR CONCRETE.HERRMANN LR.1978; CEMENT CONCR. RES.; G.B.; DA. 1978; VOL. 8; NO 1; PP. 25-36; ABS. ALLEM.; BIBL. 10 REF.Article

A SIMPLE PIEZOMETER PROBE FOR THE ROUTINE MEASUREMENT OF PORE PRESSURE IN TRIAXIAL TESTS ON SATURED SOILSHIGHT DW.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 4; PP. 396-401; BIBL. 11 REF.Article

DYNAMIC BEHAVIOUR OF ROCKFILL DAMS = COMPORTEMENT DYNAMIQUE DE BARRAGES EN ENROCHEMENTNOSE M; BABA K.1981; DAMS AND EARTHQUAKE. CONFERENCE/1980/LONDON; GBR; LONDON:THOMAS TELFORD; DA. 1981; PP. 69-78Conference Paper

RATIONAL DESIGN OF LIME-STABILIZED LATERITE ROADS = CALCUL RATIONNEL DE ROUTES EN LATERITE STABILISE A LA CHAUXGURDEV SINGH; AKOTO BKA.1981; PROC. AM. SOC. CIV. ENG., TRANSP. ENG. J. ASCE; ISSN 0569-7891; USA; DA. 1981; VOL. 107; NO 6; PP. 653-665; BIBL. 11 REF.Article

BELASTUNGSSYSTEM FUER GESTEUERTE EXPERIMENTE IN DER BODENMECHANIK = UN SYSTEME DE MISE EN CHARGE CONTROLE POUR DES EXPERIENCES DE MECANIQUE DES SOLSKLEMENTEV I.1979; STRASSE; DDR; DA. 1979; VOL. 19; NO 6; PP. 178-179; BIBL. 3 REF.Article

A NONCONTACTING TRANSDUCER FOR MEASUREMENT OF LATERAL STRAINS = UN TRANSDUCTEUR SANS CONTACT POUR LA MESURE DES CONTRAINTES LATERALESKHAN MH; HOAG DL.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 2; PP. 409-411; ABS. FREArticle

STRAIN GAUGED DEFORMATION TRANSDUCERS FOR SOIL SPECIMENS IN TRIAXIAL TESTING.MATTHEWS SM; MILLS K.1976; C.S.I.R.O., DIV. APPL. GEOMECH. TECH. REP.; AUSTRAL.; DA. 1976; NO 22; PP. 1-4Serial Issue

INCERCAREA MIXTURILOR ASFALTICE LA COMPRESIUNE TRIAXIALA = ESSAI DE MELANGES ASPHALTIQUES A LA COMPRESSION BIAXIALESGANJULA DI; PLACINTA C; SALINIUC Z et al.1978; BUL. INST. POLITECH. IASI, 5; ROM; DA. 1978; VOL. 24; NO 1-2; PP. 103-108; ABS. RUS; BIBL. 2 REF.Article

Comportement mécanique d'un sable-bitume = Mechanical behaviour of a bituminous sandROYIS, P; DI BENEDETTO, H.Bulletin de liaison des laboratoires des ponts et chaussées. 1985, Num 136, pp 65-72, issn 0458-5860Article

Influence of roundness on the void ratio and strength of uniform sandROUSE, P. C; FANNIN, R. J; SHUTTLE, D. A et al.Geotechnique. 2008, Vol 58, Num 3, pp 227-231, issn 0016-8505, 5 p.Article

ELASTIC AND PLASTIC STRAIN PROPERTIES OF SANDCHIN SU TING.1982; J. GEOTECHN. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 5; PP. 787-793Article

TRIAXIAL TESTING AT THE NORWEGIAN GEOTECHNICAL INSTITUTE = ESSAI TRIAXIAL A L'INSTITUT GEOTECHNIQUE DE NORVEGEBERRE T.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 1-2; PP. 3-17; BIBL. 26 REF.Article

EFFECT OF STRESS CONCENTRATIONS ON THE CYCLIC BEHAVIOR OF SANDSCHANEY RC; STEVENS E; SHETH N et al.1980; GEOTECH. TES. J.; ISSN 0149-6115; USA; DA. 1980; VOL. 3; NO 3; PP. 97-104; BIBL. 7 REF.Article

A NEW METHOD TO MEASURE LATERAL STRAIN IN UNIAXIAL AND TRIAXIAL COMPRESSION TESTS = NOUVELLE METHODE DE MESURE DE LA DEFORMATION LATERALE DANS LES ESSAIS DE COMPRESSION UNIAXIAUX ET TRIAXIAUXATTINGER RO; KOEPPEL J.1983; ROCK MECHANICS; ISSN 0035-7448; AUT; DA. 1983; VOL. 16; NO 1; PP. 73-78; BIBL. 6 REF.Article

COMPRESSIBILITY AND BEARING CAPACITYISMAEL NF; VESIC AS.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO 12; PP. 1677-1691; BIBL. 9 REF.Article

SURVEY OF LABORATORY DEVICES FOR MEASURING SOIL VOLUME CHANGE = APERCU DES DISPOSITIFS DE LABORATOIRE POUR LA MESURE DES VARIATIONS DE VOLUME DES SOLSALVA HURTADO JE; SELIG ET.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 1; PP. 11-18; BIBL. 30 REF.Article

THEORETICAL ANALYSIS OF THE TRIAXIAL TEST OF REINFORCED SAND.SAWICKI A.1977; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1977; NO 31; PP. 209-217; ABS. POL. RUSSE; BIBL. 2 REF.Article

EFFECT OF STRESS PATH GEOMETRY ON SOIL BRITTLENESS = EFFET DE LA GEOMETRIE DU TRACE DES CONTRAINTES SUR LA TENDANCE DU SOL A LA RUPTURELAW KT.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 2; PP. 279-287; BIBL. 18 REF.Article

INCREMENTAL LOADING DEVICE FOR STRESS PATH AND STRENGTH TESTING OF SOILSNAGARAJ TS; MURTHY MK; SRIDHARAN A et al.1981; GEOTECH. TESTING J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 74-78; BIBL. 10 REF.Article

MODERN ELECTRONICS FOR GEOTECHNICAL ENGINEERS. VIII: MICRO-PROCESSOR APPLICATIONS = ELECTRONIQUE MODERNE POUR DES INGENIEURS GEOTECHNICIENS. VIII. APPLICATIONS DES MICROPROCESSEURSMOORE CA.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 79-82Article

PROPIEDADES MECANICAS DE MEZCLAS DE SUELO-ENROCAMIENTO. = PROPRIETE MECANIQUE DES MELANGES DE SOL-ENROCHEMENTMARSAL RJ; FUENTES DE LA ROSA A.1977; RECURS. HIDRAUL.; MEX.; DA. 1977; VOL. 6; NO 1; PP. 57-70; ABS. FR. ANGL.; BIBL. 7 REF.Article

KONSTRUKTION UND ARBEITSWEISE EINER 4905-KN-(500-MP-) DREIAXIALPRUEFMASCHINE. = CONSTRUCTION ET FONCTIONNEMENT D'UNE MACHINE DE CONTROLE A TROIS AXES DE 4905 KN (500 MP)HUETTER A; PAUL F.1977; TECHNIK; DTSCH.; DA. 1977; VOL. 32; NO 1; PP. 35-38; ABS. RUSSE ANGL. FR.; BIBL. 4 REF.Article

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