ANISOTROPIC ELASTIC DEFORMATIONS IN LABORATORY TESTS ON UNDISTURBED LONDON CLAYATKINSON HH.1975; GEOTECHNIQUE; G.B.; DA. 1975; VOL. 25; NO 2; PP. 357-374; ABS. FR.; BIBL. 18REF.; 8 ILL.Article

MODELE REDUIT CENTRIFUGE D'UNE RUPTURE DE TRANCHEE.PINCENT B; QUEYROI D; PILOT G et al.1977; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1977; NO SPEC. 6F; PP. 54-57; BIBL. 6 REF.Article

OVERCONSOLIDATION EFFECTS OF GROUND FREEZING = EFFET DE SURCONSOLIDATION PAR LA CONGELATION DU SOLCHAMBERLAIN EJ.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 18; NO 1-4; PP. 97-110; BIBL. 10 REF.Conference Paper

Prediction of the preconsolidation pressure and recompression index of soils = Prévision de la pression de préconsolidation et indice de recompression des solsNAGARAJ, T. S; SRINIVASA MURTHY, B. R.ASTM geotechnical testing journal. 1985, Vol 8, Num 4, pp 199-202, issn 0149-6115Article

Overconsolidation of alluvial clays = Surconsolidation des argiles alluvialesHANZAWA, H; ADACHI, K.Soils and foundations. 1983, Vol 23, Num 4, pp 106-118, issn 0038-0806Article

A CASE OF MINOR SLOPE FAILURE IN MARLY CLAY, IN EPIRUS, GREECE = UN CAS DE RUPTURE DE PENTE MINEURE DANS DE L'ARGILE MARNEUSE GONFLANTE A EPIRUS EN GRECESOTIROPOULOS E; CAVOUNIDIS S.1980; J. CIV. ENG. DES.; USA; DA. 1980; VOL. 2; NO 2; PP. 209-219; BIBL. 4 REF.Article

PASSIVE EARTH PRESSURE AND DEFORMATION OF OVERCONSOLIDATED SOFT CLAY.ICHIHARA M; MATSUZAWA H; UMEBAYASHI S et al.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL; ASIAN INST. TECHNOL.; DA. 1977; PP. 647-662; BIBL. 5 REF.Conference Paper

SETTLMENT OF STRUCTURES. A CONFERENCE; CAMBRIDGE; 19741975; LONDON; PENTECH; DA. 1975; PP. (823 P.); BIBL. DISSEM.; ISBN 0727319019Conference Proceedings

UPLIFT OF RIGID VERTICAL PILES IN FROZEN SAND = SOULEVEMENT DE PIEUX RIGIDES VERTICAUX DANS UN SABLE GELEPOOROOSHASB HB; PARAMESWARAN VR.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 82-88; BIBL. 6 REF.Article

THE IMPORTANCE OF THE STRESS HISTORIES OF COHESIVE SOILS AND THE CONE PENETRATION TEST = IMPORTANCE DE L'HISTORIQUE DES TENSIONS DANS DES SOLS COHERENTS ET L'ESSAI DE PENETRATION PAR CONETHORBURN S; LAIRD CL; REID NM et al.1981; STRUCT. ENGR, A; ISSN 0039-2553; GBR; DA. 1981; VOL. 59A; NO 3; PP. 87-92; BIBL. 10 REF.Article

CONFRONTO TRA RESISTENZA ALLA PUNTA DEL PENETROMETRO STATICO E COESIONE NON DRENATA = COMPARAISON ENTRE RESISTANCE A LA POINTE DU PENETROMETRE STATIQUE ET LA COHESION NON DRAINEECICOGNANI M.1980; ING. FERROV.; ISSN 0020-0956; ITA; DA. 1980; VOL. 35; NO 7-8; PP. 599; ABS. FRE/ENG/GER; BIBL. 5 REF.Article

LOAD TRANSFER MECHANISMS IN PILES AND PILE GROUPS = MECANISMES DE TRANSFERT DE CHARGE DANS DES PIEUX ET DES GROUPES DE PIEUXO'NEILL MW; HAWKINS RA; MAHAR LJ et al.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT12; PP. 1605-1623; BIBL. 17 REF.Article

DRUM CENTRIFUGE STUDIES OF OVERCONSOLIDATED SLOPES = ETUDE DE TALUS SURCONSOLIDES AU MOYEN D'UNE CENTRIFUGEUSE A TAMBOURSFRAGASZY RJ; CHENEY JA.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT7; PP. 843-858; BIBL. 28 REF.Article

FOUNDATION PERFORMANCE OF GARDINER DAM = COMPORTEMENT DES FONDATIONS DU BARRAGE GARDINERJASPAR JL; PETERS N.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 4; PP. 758-788; ABS. FRE; BIBL. 16 REF.Article

Time effects on the stress-strain behaviour of natural soft clays = Effets du temps sur le comportement contrainte-déformation d'argiles molles naturellesGRAHAM, J; CROOKS, J. H. A; BELL, A. L et al.Geotechnique. 1983, Vol 33, Num 3, pp 327-340, issn 0016-8505Article

Undrained strength characteristics of normally consolidated aged clay = Caractéristiques de résistance non drainée d'argile vieillie normalement consolidéHANZAWA, H.Soils and foundations. 1983, Vol 23, Num 3, pp 39-49, issn 0038-0806Article

PREDICTION AND OBSERVATION OF A MODEL GRAVITY PLATFORM ON DRAMMEN CLAY = PREVISION ET OBSERVATION D'UNE PLATEFORME GRAVITAIRE MODELE SUR L'ARGILE DE DRAMMENANDERSEN KH; SELNES PB; ROWE PW et al.1981; APPL. OCEAN RES.; ISSN 0141-1187; GBR; DA. 1981; VOL. 3; NO 2; PP. 63-72; BIBL. 7 REF.Article

CONTRIBUTION A L'ETUDE DES PROPRIETES MECANIQUES D'UN SOL COHERENT SUR DIVERS CHEMINS DE CONTRAINTESALBA JEAN MICHEL.1980; ; FRA; DA. 1980; 143 P.; 22 CM; BIBL. 18 REF.; TH. DOCT.-ING.: GENIE CIV./TOULOUSE 3/1980/705Thesis

EFFECT OF OVERCONSOLIDATION ON DILATANCY OF A COHESIVE SOIL = EFFET DE LA SURCONSOLIDATION SUR LA DILATANCE DES SOLS COHERENTSSHIMIZU M.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 121-135; BIBL. 25 REF.Article

FRICTION CAPACITY OF PILES DRIVEN INTO CLAY = CAPACITE DE FROTTEMENT DES PIEUX BATTUS DANS DE L'ARGILEKRAFT LM; FOCHT JA; AMERASINGHE SF et al.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT11; PP. 1521-1541; BIBL. 32 REF.Article

K_O-OCR RELATIONSHIPS IN SOIL = RELATIONS ENTRE LE COEFFICIENT AU REPOS (RAPPORT ENTRE LES CONTRAINTES EFFECTIVES HORIZONTALES ET VERTICALES) ET LE COEFFICIENT DE SURCONSOLIDATION DES SOLSMAYNE PW; KULHAWY FH.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 6; PP. 851-872; BIBL. 77 REF.Article

STRESSES AND DISPLACEMENTS IN CROSS-ANISOTROPIC SOILS = CONTRAINTES ET DEPLACEMENTS DANS DES SOLS A ANISOTROPIE TRANSVERSALEGAZETAS G.1982; PROC. AMER. SOC. CIV. ENGRS, J. GESTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 4; PP. 532-553; BIBL. 38 REF.Article

COMPARISON BETWEEN IN SITU CONE RESISTANCE AND LABORATORY STRENGTH FOR OVERCONSOLIDATED NORTH SEA CLAYS.KJEKSTAD O; LUNNE T; CLAUSEN CJF et al.1978; MAR. GEOTECHNOL.; USA; DA. 1978; VOL. 3; NO 1; PP. 23-36; BIBL. 15 REF.Article

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

ETUDE EXPERIMENTALE DU COMPORTEMENT DE SOL COHERENT SOUMIS A DES EFFORTS DE CISAILLEMENT REPETESAKAI K; OHNISHI Y; KITA K et al.1979; ZAIRYO; ISSN 0514-5163; JPN; DA. 1979; VOL. 28; NO 314; PP. 1109-1115; ABS. ENG; BIBL. 4 REF.Article