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

ABSCHAETZUNG DES SETZUNGSVERHALTENS EINES DURCH STOPFVERDICHTUNG VERBESSERTEN BAUGRUNDES = COMPORTEMENT AU TASSEMENT D'UN SOL DE FONDATION AMELIORE PAR PIEUX DE SOL COMPACTEPRIEBE H.1976; BAUTECHNIK; DTSCH.; DA. 1976; VOL. 53; NO 5; PP. 160-162; BIBL. 16REF.Article

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

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

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

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

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

DEFORMATION PROPERTIES OF FROZEN SOILS = PROPRIETES DE DEFORMATION DES SOLS GELESFINBORUD LI; BERGGREN AL.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 18; NO 1-4; PP. 89-96; BIBL. 5 REF.Conference Paper

HERKOEMMLICHE BERECHNUNG VON CHEMISCH VERFESTIGTEN UNTERFANGUNGSKOERPERN = CALCUL TRADITIONNEL DE SOLS CONSOLIDES CHIMIQUEMENTBORCHERT KM; MUELLER KIRCHENBAUER H.1981; BAUTECHNIK, AUSG. B; ISSN 0340-5044; DEU; DA. 1981; VOL. 58; NO 8; PP. 275-279; BIBL. 11 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

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

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

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