Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("ESSAI TRIAXIAL")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 2188

  • Page / 88

Export

Selection :

  • and

A MULTISTAGE TRIAXIAL TEST FOR UNSATURATED SOILS = UN ESSAI TRIAXIAL MULTIETAGE POUR DES SOLS NON SATURESHO DYF; FREDLUND DG.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 1-2; PP. 18-25; BIBL. 12 REF.Article

PRUEFANLAGE FUER DREIAXIALE FESTIGKEITSUNTERSUCHUNGEN AN BETONPROBEKOERPERN = APPAREILS D'ESSAIS POUR L'EVALUATION DE LA RESISTANCE MECANIQUE D'EPROUVETTES EN BETON SOUS CHARGE TRIAXIALEWINKLER H.1976; MATERIALPRUEFUNG; DTSCH.; DA. 1976; VOL. 18; NO 4; PP. 127-133; ABS. ANGL. FR.; BIBL. 10REF.Article

TRIAXIAL CREEP TESTS OF OPOHONGA LIMESTONE AND OPHIR SHALECOGAN J.1976; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1976; VOL. 13; NO 1; PP. 1-10; BIBL. 9 REF.; 12 ILL.Article

CHARACTERIZATION OF THE STRESS-STRAIN RELATIONSHIP FOR ASPHALT TREATED BASE MATERIALSAWAD IS; RUTZ FR; TERREL RL et al.1973; IN: ASPHALT PAVING TECHNOL. PROC. ASSOC. ASPHALT PAVING TECHNOL. TECH. SESS.; HOUSTON, TEX.; 1973; MINNEAPOLIS; ASSOC. ASPHALT PAVING TECHNOL.; DA. 1973; PP. 230-251; BIBL. 1 P. 1/2Conference Paper

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

EXTERNAL SHAPE DETERMINATION OF CYLINDRICAL SOIL AND ROCK SAMPLESHOLLINGSWORTH JA.1972; C.S.I.R.O., DIV. APPL. GEOMECH. TECH. REP.; AUSTRAL.; DA. 1972; NO 14; PP. 1-11Article

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

BESTIMMUNG DES VERFORMUNGSMODULS VON BAUSTOFFEN MIT DEM SPANNUNGSSUMMEN-VERFAHREN = DETERMINATION DU MODULE DE DEFORMATION DES MATERIAUX DE CONSTRUCTION AVEC LA METHODE DE LA SOMME DES CONTRAINTESFUREDER H.1975; OESTERR. INGR-Z.; OESTERR.; DA. 1975; VOL. 18; NO 9; PP. 344-345Article

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

SIGNIFIANCE OF VARIABLY CONFINED TRIAXIAL TESTING = IMPORTANCE DE L'ESSAI TRIAXIAL AVEC PRESSION D'ENCEINTE VARIABLEALLEN JJ; THOMPSON MR.1974; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 827-843; BIBL. 6 REF.Article

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

THE PLASTIC DEFORMATION OF A SILTY CLAY UNDER CREEP AND REPEATED LOADINGHYDE AFL; BROWN SF.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 173-184; ABS. FR.; BIBL. 18 REF.; 20 ILL.Article

SYSTEME D'ACQUISITION DE DONNEES POUR QUATRE PRESSES TRIAXIALESLEBRUN B.1975; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1975; NO 76; PP. 27-29Article

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

INFLUENCE DE LA NATURE DE LA FRACTION ARGILEUSE SUR QUELQUES CARACTERISTIQUES MECANIQUES DE MATERIAUX GRANULEUX FINSFATTON A.1975; ; S.L.; DA. 1975; PP. (164 P.); H.T. 10; BIBL. 2 P. 1/2; 6 ILL.; (THESE DOCT. 3E CYCLE, SPEC. SEDIMENTOL.; PARIS-SUD)Thesis

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

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

  • Page / 88