PRIX RGRA 1976. I. ETUDE DE L'INFLUENCE DE LA CONSOLIDATION DANS LE PROCESSUS DE GEL DES SOLS SATURES ET DRAINES. II. TRANSFERT D'EAU ET GEL DES SOLS NON SATURES EN VUE DES APPLICATIONS ROUTIERES.GILLES F; MENOT JM.1977; REV. GEN. ROUTES AERODROMES; FR.; DA. 1977; VOL. 51; NO 535; PP. 34-38; BIBL. 4 REF.Article

Prediction of compressibility of over consolidated uncemented soilsNAGARAJ, T. S; SRINIVASA MURTHY, B. R.Journal of geotechnical engineering. 1986, Vol 112, Num 4, pp 484-488, issn 0733-9410Article

OPTIMUM MOISTURE CONTENT FOR COMPACTING SOILS: ONE-POINT METHOD = TENEUR OPTIMALE EN HUMIDITE POUR DES SOLS DEVANT ETRE COMPACTS: UNE METHODE A 1 POINTHAMDANI IH.1983; JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING; ISSN 513644; USA; DA. 1983; VOL. 109; NO 2; PP. 232-237; BIBL. 3 REF.Article

MESURE DU PARAMETRE DE RESISTANCE DANS L'EQUATION DE COULOMB, COMPTE TENU DU TYPE DE L'ETAT DE CONTRAINTE D'UN SABLE COMPACTEKRIVOROTOV AP.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 12; PP. 3-6; BIBL. 8 REF.Article

COMPORTEMENT MECANIQUE DES SOLS INJECTES AUX PRODUITS CHIMIQUES.MINH PHONG WONG; GANDAIS M; ALLEMAND P et al.1977; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1977; NO 354; PP. 13-35; ABS. ANGL. ALLEM. ESP.; BIBL. 5 REF.Article

EMBANKMENT SETTLEMENT INCLUDING DELAYED COMPRESSION.TAYLOR PW; MCLISTER BG; EAST GR et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 72-78; BIBL. 5 REF.Conference Paper

INFLUENCE DE LA TRAPECIAIRE DE SOLLICITATION SUR L'ATTITUDE A LA DEFORMABILITE D'UN ECHANTILLON DE SOL SABLONNEUX, COMPACTERAJS PP; KRIVOROTOV AP.1982; IZVESTIJA VYSSIH UCEBNYH ZAVEDENIJ. STROITEL'STVO I ARHITEKTURA; ISSN 0536-1052; SUN; DA. 1982; NO 10; PP. 19-22; BIBL. 3 REF.Article

CONSOLIDATION DYNAMIQUE ET CONSTRUCTION EN ZONES DE DECHARGEGAMBIN M; GUINNEMENT P.1981; REV. FR. GEOTECH.; ISSN 0181-0529; FRA; DA. 1981; VOL. 14 BIS; PP. 97-101; BIBL. 10 REF.Article

A PARAMETRIC STUDY OF COMPACTED SOILS UNDER TRIAXIAL CYCLIC LOADING.BENNETT WJ; SHEN CK.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. 5; BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC. SUELOS; DA. 1975; VOL. 2; PP. 403-413; ABS. ESP.; BIBL. 7 REF.Conference Paper

TENSILE PROPERTIES OF SOME COMPACTED SOILS = PROPRIETES DE TRACTION DE QUELQUES SOLS COMPACTESMOSAID AL HUSSAINI; TOWNSEND FC.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. CONVENTION AND EXPOSITION/1978/CHICAGO IL; USA; S.L.: ASCE; DA. S.D.; VOL. 3297; PP. 1-23; BIBL. 11 REF.Conference Paper

Factors affecting at-rest lateral stress in artificially cemented sands : Discussion. Author's replyBOONE, S. J; ZHU, F; CLARK, J. I et al.Canadian geotechnical journal. 1996, Vol 33, Num 2, pp 371-373, issn 0008-3674Article

Creep of anisotropic clay: microplane modelBAZANT, Z. P; KIM, J.-K.Journal of geotechnical engineering. 1986, Vol 112, Num 4, pp 458-475, issn 0733-9410Article

Static and cyclic triaxial loading tests of Ko-consolidated clay = Essais de charge triaxiale statique et cyclique des argiles consolidées à constante KoAKAI, K; OHNISHI, Y; KONISHI, S et al.Memoirs of the Faculty of Engineering, Kyoto University. 1983, Vol 45, Num 2, pp 108-125, issn 0023-6063Article

INFILTRATION D'EAU AU TRAVERS D'UNE COUCHE DE TERRE CONSOLIDEEKONTRIMAVICHUS AF.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 11; PP. 91-96; BIBL. 3 REF.Article

Seismic imaging of porosity and hydrocarbon in consolidated formationsNEIDELL, N.S; LANDWER, W.R; SMITH, M et al.International symposium on formation damage control. 1992, pp 269-276Conference Paper

One-dimensional consolidation of unsaturated fine-grained soilsTEKINSOY, M. A; HAKTANIR, T.Journal of geotechnical engineering. 1990, Vol 116, Num 5, pp 838-850, issn 0733-9410Article

Methods of evaluating the expansion potential of compacted soils with significant fractions of large aggregate = Méthode d'évaluation du potentiel de dilatation des sols compactés avec des fractions significatives de gros granulatsHOUSTON, S. L; VANN, J. D.ASTM geotechnical testing journal. 1987, Vol 10, Num 2, pp 59-70, issn 0149-6115Article

On stability of slopes in clays with linearly increasing strength = Stabilité des talus dans l'argile, dont la résistance augmente linéairementKOPPULA, S. D.Canadian geotechnical journal. 1984, Vol 21, Num 3, pp 577-581, issn 0008-3674Article

Soutènements avec armature. Utilisation de pneumatiques usagés = Reinforced retaining walls: the use of old motor tyresNGUYEN THAN LONG; DELMAS, P; POUGET, P et al.Bulletin de liaison des laboratoires des ponts et chaussées. 1984, Num 129, pp 21-28, issn 0458-5860Article

Effect of particle size and strain conditions on the strenght of crushed basalt = Effet de la dimension des particules et des conditions de contrainte sur la résistance du basalte concasséAL-HUSSAINI, M.Canadian geotechnical journal. 1983, Vol 20, Num 4, pp 706-717, issn 0008-3674Article

DESIGN CONSIDERATIONS FOR COLLAPSIBLE SOILS = CONSIDERATIONS SUR LA STRUCTURE DES SOLS INSTABLESCLEMENCE SP; FINBARR AO.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT 3; PP. 305-317; BIBL. 26 REF.Article

THE RATE OF SWELLING OF OVERCONSOLIDATED CLAYS SUBJECTED TO UNLOADING = VITESSE DE GONFLEMENT DES ARGILES SURCONSOLIDEES SOUMISES A UN DECHARGEMENTMESRI G; ULLRICH CR; CHOI YK et al.1978; GEOTECHNIQUE; GBR; DA. 1978; VOL. 28; NO 3; PP. 281-307; ABS. ENG/FRE; BIBL. 2 P.Article

SLIDE IN OVERCONSOLIDATED CLAY BELOW AN EMBANKMENT.JANBU N; KJEKSTAD O; SENNESET K et al.1977; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1977; PP. 13-19; BIBL. 5 REF.; 18 ILL.; (INT. CONF. SOIL MECH. FOUND. ENG. 9. CONTRIB.; TOKYO; 1977)Conference Paper

THE SHAFT RESISTANCE OF AXIALLY LOADED PILES IN CLAY = RESISTANCE DU FUT DE PIEUX CHARGES AXIALEMENT DANS DE L'ARGILEPOTTS DM; MARTINS JP.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 32; NO 4; PP. 369-386; BIBL. 15 REF.Article

TIME-DEPENDENT BEHAVIOUR OF COMPACTED CLAYS IN TENSION AND COMPRESSION = COMPORTEMENT EN FONCTION DU TEMPS DES ARGILES COMPACTEES SOUMISES A UNE TRACTION ET A UNE COMPRESSIONAJAZ A.1980; GEOTECHNIQUE; GBR; DA. 1980; VOL. 30; NO 1; PP. 67-76; BIBL. 15 REF.Article