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kw.\*:("CONSOLIDATED SOIL")

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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

AN APPROACH TO DESIGN OF VERTICAL PILES SUBJECTED TO LATERAL LOADS = APPROCHE AU CALCUL DE PIEUX VERTICAUX SOUMIS A DES CHARGES LATERALESBANERJEE R.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 5; PP. 249-253; BIBL. 10 REF.Article

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

SPECIAL SOILS: COLLAPSIBLE, EXPANSIVE AND PRECONSOLIDATED BY DESICCATION.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. S; BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC. SUELOS; DA. 1975; VOL. 1; PP. 259-343; ABS. ESP. ANGL.; BIBL. DISSEM.Conference Paper

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

INFLUENCE D'UNE PRESSION INTERSTITIELLE SUR LA RESISTANCE DE SOLS CONSOLIDES, A STRUCTURE DISLOQUEEVAGANOV PS; SOLOV'EV YU I.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 3; PP. 20-23; BIBL. 3 REF.Article

The cutting of densely compacted sand under water = La coupe d'un sable fortement compacté sous l'eauMIEDEMA, S.Terra et aqua (English edition). 1984, Num 28, pp 4-10, issn 0376-6411Article

DEFORMATION AND PORE PRESSURE RESPONSE OF A SOFT CLAY SUBJECTED TO REPEATED LOADING.YUDHBIR; REHMAN MS.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 181-191; BIBL. 1 P.; 9 ILL.Conference Paper

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 LOCKING-COMPASS FOR IN SITU SAMPLE ORIENTATION = UN COMPAS A BLOCAGE POUR L'ORIENTATION IN SITU DE L'ECHANTILLONSELWYN S; MCCOY FW.1981; OCEAN ENG.; ISSN 0029-8018; USA; DA. 1981; VOL. 8; NO 1; PP. 85-90; BIBL. 3 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

SETTLEMENT OF INHOMOGENEOUS CONSOLIDATING SOILS. II: THE SYMMETRICALLY LOADED MASS = TASSEMENT DE SOLS CONSOLIDES DE FACON NON HOMOGENE. II. LA MASSE CHARGEE SYMETRIQUEMENTMAHMOUD MS; DERESIEWICZ H.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1980; VOL. 4; NO 1; PP. 73-88; BIBL. 17 REF.Article

CAM-CLAY PREDICTIONS OF UNDRAINED STRENGTH = METHODE D'ESTIMATION DE LA RESISTANCE NON DRAINEE DES ARGILESMAYNE PW.1980; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1980; VOL. 106; NO 11; PP. 1219-1242; BIBL. 92 REF.Article

STRAIN RATE EFFECT ON THE COMPRESSIVE STRENGTH OF FROZEN SANDBAKER THW.1979; ENGNG GEOL.; NLD; DA. 1979; VOL. 13; NO 1-4; PP. 223-231; BIBL. 13 REF.Article

EXPERIMENTAL STUDY OF KINEMATICS OF SOIL SHOVING.TRAMPCZYNSKI W.1977; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1977; VOL. 25; NO 11; PP. 17-25; ABS. RUSSE; BIBL. 13 REF.; 8 ILL.Article

Methanogenic potential of tailings samples from oil sands extraction plantsFEDORAK, Phillip M; COY, Debora L; SALLOUM, Myrna J et al.Canadian journal of microbiology. 2002, Vol 48, Num 1, pp 21-33, issn 0008-4166Article

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

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