PARTICULARITES DU POINT DE VUE DE LA GEOLOGIE DE L'INGENIEUR DES SOLS ARGILEUX FAIBLEMENT SATURES EN EAULARIONOV AK; IVANOV IP.1977; VEST. LENINGRAD. UNIV.; S.S.S.R.; DA. 1977; NO 18; PP. 71-76; ABS. ANGL.; BIBL. 3 REF.Article

DESIGN PARAMETERS FOR SOFT CLAYS = PARAMETRES DE CONCEPTION POUR LES ARGILES PLASTIQUESJAMIOLKOWSKI M; LANCELLOTTA R; MARCHETTI S et al.1979; THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATIONS ENGINEERING. 7; GBR; S.L.: BRIT. GEOTECH. SOCIETY; DA. 1979; 12 P.; BIBL. 2 P.; 1 TAB. ; TABL./ILL.Conference Paper

Design of embankments on soft clayFERKH, Z; FELL, R.International conference on soil mechanics and foundation engineering. 1994, pp 733-738Conference Paper

Creep tests on reconstructed soft clay, performed by means of a biaxial deviceBIZZARRI, A; ALLERSMA, H. G. B.International symposium on problematic soils IS-Tohoku '98. 1998, pp 645-648, isbn 90-5410-997-1Conference Paper

IMPROVING LIME COLUMN STRENGTH WITH GYPSUM = AMELIORATION DE LA RESISTANCE D'UNE COLONNE DE CHAUX A L'AIDE DE GYPSEHOLM G; TRAENK R; EKSTROEM A et al.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 2; PP. 903-907; BIBL. 4 REF.; ILL.Conference Paper

HORISONTALARMERADE FYLLNINGAR PA LOES JORD = REMBLAI ARME HORIZONTALEMENT SUR SOL MOUBELFRAGE J.1981; RAPP.-STATENS GEOTEK. INST.; ISSN 0348-0755; SWE; DA. 1981; NO 9; 62 P.; ABS. ENG; BIBL. 6 REF.; ILL.Serial Issue

CONSTANT RATE OF STRAIN CONSOLIDATION FOR VERY SOFT CLAYEY SOILS = LA CONSOLIDATION DE SOLS ARGILEUX TRES MOUS SOUS UN TAUX CONSTANTUMEHARA Y; ZEN K.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 2; PP. 79-95; BIBL. 17 REF.; 2 TAB. ; ILL./TABL.Article

ASSOCIATED AND NON-ASSOCIATED CONSTITUTIVE RELATIONS FOR UNDRAINED BEHAVIOUR OF ISOTROPIC SOFT CLAYS.BANERJEE PK; STIPHO AS.1978; INTERNATION. J. MINER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 1; PP. 35-56; BIBL. 20 REF.; 14 ILL.Article

RATE PROCESS THEORY APPLIED TO SOFT CLAYS.EROL O; DEMIREL T; LOHNES RA et al.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 117-132; BIBL. 11 REF.; 10 ILL.Conference Paper

BEHAVIOR OF SOFT CLAYS UNDER EARTHQUAKE LOADING CONDITIONS.IDRISS IM; DOBRY R; DOYLE EH et al.1976; IN: EIGHTH ANNU. OFFSHORE TECHNOL. CONF. PROC.; HOUSTON; 1976; DALLAS; OFFSHORE TECHNOL. CONF.; DA. 1976; VOL. 3; PP. 605-616; 10 ILL.Conference Paper

BACK PRESSURE EFFECTS ON THE UNDRAINED STRENGTH CHARACTERISTICS OF SOFT CLAY.BRAND EW.1975; SOILS FOUND.; JAP.; DA. 1975; VOL. 15; NO 2; PP. 1-16; BIBL. 11 REF.; 10 ILL.Article

CENTRIFUGE TESTS OF EMBANKMENTS REINFORCED WITH GEOTEXTILES ON SOFT CLAY = ESSAIS A LA CENTRIFUGEUSE DE REMBLAIS RENFORCES PAR DES GEOTEXTILES SUR ARGILE MOLLEOVESEN NK; KRARUP J.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 393-398; BIBL. 1 REF.; ILL.Conference Paper

DETERMINATION OF PRECONSOLIDATION PRESSURE THROUGH PERMEABILITY MEASUREMENT = DETERMINATION DE LA PRESSION DE PRECONSOLIDATION PAR DES MESURES DE PERMEABILITEKARUNARATNE GP; TAN SA; LEE SL et al.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 53-54; BIBL. 6 REF.; ILL.Conference Paper

VERTICAL DRAINS - A CASE HISTORY = DRAINS VERTICAUX: UN EXEMPLEMICHOLLS RA; BARRY AJ.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 2; PP. 663-668; BIBL. 5 REF.; ILL.Conference Paper

CONSOLIDATION CHARACTERISTICS OF COMPRESSIBLE SOILS DETERMINED IN-SITU BY ELECTRO-OSMOSISSUNIRMAL BANDYOPADHYAY.1979; DISSERT. ABSTR. INTERNATION., B; USA; DA. 1979; VOL. 39; NO 8; PP. 3945Article

LES METHODES DE TRAITEMENT EN PLACE DES ARGILES MOLLESPILOT G.1979; GEOL. APPL. IDROGEOL.; ISSN 0435-3870; ITA; DA. 1979; VOL. 14; NO 3; PP. 177-208; ABS. ITA/ENG; BIBL. 2 P.; ILL.Conference Paper

FRACTURE-SWELLING-SHRINKAGE BEHAVIOR OF SOFT MARINE CLAYS.FANG HY; OWEN TD JR.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 15-25; BIBL. 1 P.; 7 ILL.Conference Paper

CONSTRUCTION D'OUVRAGES SUR LES SOLS ARGILEUX MOUS SATURES.ABELEV M YU.1977; PARIS; TECH. DOC.; DA. 1977; PP. 1-372; BIBL. 10 P.; 105 ILL.; ISBN 2852060116; DU RUSSE: SLABYE VODONASYSHCHENNYE GLYNISTYE GRUNTY KAK OSNOVANIYA SOORUZHENIJ, MOSKVA, STROJZDAT, 1973; 288P.Book

SETTLEMENT OF CLAY SUBGRADES OF LOW BANK ROADS AFTER OPENING TO TRAFFIC.YAMANOUCHI T; YASUHARA K.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 115-119; BIBL. 8 REF.; 10 ILL.Conference Paper

DETERMINATION OF IN SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS = DETERMINATION DE LA RESISTANCE NON DRAINEE DE DEPOTS D'ARGILES MEUBLESHANZAWA H; KISHIDA T.1982; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 1-14; BIBL. 13 REF.; 1 TAB. ; ILL./TABL.Article

DEFORMATION CHARACTERISTICS OF SOFT, HIGH-PLASTIC CLAYS UNDER DYNAMIC LOADING CONDITIONS = CARACTERISTIQUES DE DEFORMATION DES ARGILES MOLLES, HAUTEMENT PLASTIQUES SOUMISES A DES CHARGES DYNAMIQUESANDREASSON BA.1981; DISS. ABSTR. INT., C, EUR. ABSTR.; ISSN 0307-6075; GBR; DA. 1981; VOL. 41; NO 3; PP. 653; 260 P.Article

STATE-OF-THE-ART REPORT ON SETTLEMENTS AND TIME RATES OF CONSOLIDATION = RAPPORT SUR LES CONNAISSANCES ACTUELLES SUR LE TASSEMENT ET LES TAUX DE CONSOLIDATIONAKAGI T.1979; GEOTECH. ENG.; ISSN 0046-5828; THA; DA. 1979; VOL. 10; NO 2; PP. 179-198; BIBL. 2 P.; ILL.Conference Paper

STRUT LOADS IN A BRACED EXCAVATION IN SOFT CLAY.MOORE PJ; ERVIN MC.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 94-98; BIBL. 6 REF.; 8 ILL.Conference Paper

Strengthening of foundations in soft clay soils by embedded wallsGINZBURG, L. K; KORCHAGINA, Y. L; SHVETS, V. B et al.International symposium Geotechnical engineering for the preservation of monuments and historic sites. 1997, pp 655-659, isbn 90-5410-871-1Conference Paper

Discussion on: Determination of in-situ undrained strength of soft clay deposits = Discussion sur: Détermination de la résistance non-drainée in situ d'argiles mollesFOOTT, R.Soils and foundations. 1982, Vol 22, Num 4, pp 138-140, issn 0038-0806Article