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

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

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

The effect of reconsolidation on undrained strength of normally consolidated cohesive soils = L'effet de la reconsolidation sur la résistance non drainée de sols cohérents normalement consolidésKIMURA, T; SAITOH, K; NISHIHARA, S et al.Soils and foundations. 1983, Vol 23, Num 3, pp 27-38, issn 0038-0806Article

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

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

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

Components of suction caisson capacity measured in axial pullout testsLUKE, Adam M; RAUCH, Alan F; OLSON, Roy E et al.Ocean engineering. 2005, Vol 32, Num 7, pp 878-891, issn 0029-8018, 14 p.Conference Paper

DYNAMIC PROPERTIES OF TWO MARINE CLAYS = PROPRIETES DYNAMIQUES DE DEUX ARGILES MARINESKOUTSOFTAS DC; FISCHER JA.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 6; PP. 645-657; BIBL. 18 REF.; 9 ILL.Article

UNDRAINED STRESSES AND DEFORMATIONS UNDER FOOTINGS ON CLAY.DAS SC; GANGOPADHYAY CR.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 11-25; BIBL. 21 REF.; 15 ILL.Article

PROGRESSIVE FAILURES IN NORMALLY CONSOLIDATED SOILS = RUPTURES PROGRESSIVES DE SOLS NORMALEMENT CONSOLIDESBERNANDER S.1979; ARCH. HYDROTECH.; POL; DA. 1979; VOL. 26; NO 2; PP. 311-324; ABS. POL/RUS; BIBL. 27 REF.; 12 ILL.Article

CORRELATION OF CONSTRAINED MODULUS WITH EFFECTIVE OVERBURDEN PRESSURE FOR SETTLEMENT COMPUTATIONS ON SOFT CLAYS.COUMOULOS DG; KORYALOS TP.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 223-230; BIBL. 7 REF.; 5 ILL.Conference Paper

Bearing capacity of foundations in slopesSHIELDS, D; CHANDLER, N; GARNIER, J et al.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 528-537, 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

Physical similitude and structural collapse in K₀ compression of soilsFEDA, J; BOHAC, J; HERLE, I et al.Journal of geotechnical engineering. 1995, Vol 121, Num 2, pp 210-215, issn 0733-9410Article