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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

An environmentally friendly PVD for soil improvement worksLEE, S. L; KARUNARATNE, G. P; AZIZ, M. A et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 431-434, isbn 90-5809-055-8Conference Paper

Stability analyses of embankment on soft clays against earthquakesOHTSUKA, S; YAMADA, E.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 715-718, isbn 90-5410-891-6Conference Paper

Consequence of new API RP2A guideline for piles in soft clayLACASSE, S; BOISARD, P.International conference on soil mechanics and foundation engineering. 1994, pp 527-530Conference Paper

Three case studies for short term stability of soft clay deposits. Closure = Etude de trois cas de stabilité à court terme d'argiles molles. RéponseHANZAWA, H.Soils and foundations. 1984, Vol 24, Num 2, pp 141-144, issn 0038-0806Article

Time effects on the stress-strain behaviour of natural soft clays = Les déformations sous contrainte en fonction du temps des argiles molles naturellesGRAHAM, J; CROOKS, J. H. A; BELL, A. L et al.Geotechnique. 1984, Vol 34, Num 3, pp 433-444, issn 0016-8505Article

The behaviour of the instrumentation of an embankment on clay = Le comportement de l'instrumentation d'un remblai sur argileRAMALHO-ORTIGAO, J. A; LACERDA, W. A; WERNECK, M. L. G et al.Field measurements in geomechanics. International symposium. 1984, pp 703-717Conference 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

Fluage et consolidation des sols saturés et quasi-saturés. Analyse numérique = Creep and consolidation of saturated or quasi-saturated soils. Numerical analysisKATTAN, Anis; MAGNAN, Jean-Pierre.1990, 199 p.Thesis

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

Seismic response of soft groundYU, Y; LEE, F. H.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 519-524, isbn 90-5809-389-1, 6 p.Conference Paper

Recherches expérimentales sur les propriétés mécaniques d'une argile molle naturelle (argile de Guiche, Vallée de l'Adour) = Experimental research on the mechanical properties of a natural soft clay (Guiche clay, Adour valley)Khemissa, Mohamed; Magnan, Jean-Pierre.1992, 386 p.Thesis

On the term «soft-sediment deformation» = Le terme «déformation de sédiment mou»MALTMAN, A.Journal of structural geology. 1984, Vol 6, Num 5, pp 589-592, issn 0191-8141Article

Full scale test embankment on soft Bangkok clay with Tenax geogrid reinforcmentBERGADO, D. T; MENIL, N. J. L; RIMOLDI, P et al.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 21-24, isbn 90-5410-593-3Conference Paper

Settlement of fills on soft clay with vertical drains = Tassement des remblais sur argile molle avec drains verticauxMCDONALD, P.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2213-2215Conference Paper

Comportement triaxial de l'argile molle de CubzacFELIX, B; MAGNAN, J. P; JOSSEAUME, H et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 451-454Conference 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

EFFECT OF AN ISOTROPIC PRECONSOLIDATION ON THE STRENGTH CHARACTERISTICS OF A NORMALLY CONSOLIDATED CLAY.BRAND EW; PAMCHAROEN U.1973; A. I. T. RES. REP.; THA; 1973, NUM. 0039, P. 1 A 100Serial Issue

THE INCREASE IN BEARING CAPACITY RESULTING FROM CONSOLIDATION.TAYLOR PW; OOI TA.1973; GEOTECHNIQUE; G.B.; 1973, VOL. 23, NUM. 0001, P. 141 A 144Serial Issue