DESIGN PARAMETERS FOR STIFF CLAYS = PARAMETRES DE CONCEPTION POUR LES ARGILES RAIDESSIMPSON B.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; 7 P.; BIBL. 14 REF.Conference Paper

Predicted and measured behaviour of a proposed embedded retaining wall in stiff clay = Prédiction et mesure du comportement d'un mur de soutènement étayé encastré dans une argile rigideSYMONS, I. F; POTTS, D. M; CHARLES, J. A et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2265-2268Conference Paper

Recent studies of the strength of stiff claysBURLAND, J. B.International symposium on hard soils - soft rocks. 2000, pp 1659-1663, isbn 90-5809-021-3Conference Paper

A fracture mechanics study of stiff clays = Fissuration et rupture des argiles raidesSAADA, A. S; CHUDNOVSKY, A; KENNEDY, M. R et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 637-640Conference Paper

AN ELASTO-PLASTIC MODEL FOR UNDRAINED BEHAVIOUR OF HEAVILY OVERCONSOLIDATED CLAYSBANERJEE PK; STIPHO AS.1979; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1979; VOL. 3; NO 1; PP. 97-103; BIBL. 10 REF.; 3 ILL.Article

STRESS-STRAIN BEHAVIOR OF STIFF BANGKOK CLAY.BALASUBRAMANIAM AS; BRENNER RP; CHOTIVITTAYATHANIN R et al.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 31-38; BIBL. 9 REF.; 17 ILL.Conference Paper

INSTALLATION EFFECTS AND THE PERFORMANCE OF BORED PILES IN STIFF CLAY = EFFETS DE L'INSTALLATION ET PERFORMANCES DES PIEUX FORES DANS L'ARGILE RAIDECLAYTON CRI; MILITITSKY J.1983; GROUND ENG.; ISSN 0017-4653; GBR; DA. 1983; VOL. 16; NO 2; PP. 17-22; 4 P.; BIBL. 1 P.; ILL.Article

SETTLEMENT ANALYSIS FOR DEEP MIXING METHOD = ANALYSE DU TASSEMENT POUR LA METHODE DE MIXAGE EN PROFONDEUR DE CHAUXTERASHI M; TANAKA H.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. 955-960; BIBL. 13 REF.; 1 TAB. ; ILL./TABL.Conference Paper

Conceptual modeling of a stiff clay using the distinct element methodKAMP; KONIETZKY, H.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 33-38, isbn 2-7208-6004-2, 6 p.Conference Paper

Coupled numerical development for modelling the mechanical behaviour of deep argillaceous rocksAUBLIVE-CONIL, N; DJERAN-MAIGRE, I; CABRILLAC, R et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 69-74, isbn 2-7208-6004-2, 6 p.Conference Paper

Shear band formation and propagation in clay slopesVALLEJO, L. E.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 287-292, isbn 90-5809-081-7Conference Paper

Summary of slide in stiff fissured clay at Sandnes near Stavanger in Norway = Résumé d'un glissement dans des argiles raides fissurées à Sandnes près de Stavanga en NorvègeEIDE, O.Rapport - Statens geotekniska institut. 1983, Num 17, pp 155-160, issn 0348-0755Article

STRESS PATH APPROACH FOR A TUNNEL DRIVEN IN STIFF CLAY = LA REPARTITION DES CONTRAINTES POUR UN TUNNEL PERCE DANS UNE ARGILE RAIDEMYRIANTHIS ML.1981; SOFT-GROUND TUNNELING, FAILURES AND DISPLACEMENTS. PANAMERICAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 6/1979/LIMA; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1981; PP. 79-84; BIBL. 9 REF.; ILL.Conference Paper

IN SITU MEASUREMENT OF THE PROPERTIES OF STIFF CLAYS.WINDLE D; WROTH CP.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 347-352; BIBL. 15 REF.; 10 ILL.Conference Paper

MESURE DE LOI DE COMPRESSION STATIQUE ET DYNAMIQUE D'UNE ARGILE, APPLICATION AU CALCUL DE LA PROPAGATION D'UN EBRANLEMENT DANS UN SOL.MAURY J; ROUSSEL M; LUCAS G et al.1974; RHEOL. ACTA; ALLEM.; (VITH INT. CONGR. RHEOL. PROC. V; LYON; 1972),1974, VOL. 13, NUM. 0003, P. 428 A 433Miscellaneous

A finite element analysis of direct shear tests on stiff claysCIVIDINI, A; GIODA, G.International journal for numerical and analytical methods in geomechanics. 1992, Vol 16, Num 12, pp 869-886, issn 0363-9061Article

Some remarks on the mechanics of failure of stiff clay slopesURCIUOLI, G.International Symposium on Landslides. 2004, pp 885-895, isbn 04-1535-667-9, 11 p.Conference Paper

Investigation of a piled raft foundation on stiff clayYAMASHITA, K; KAKURAI, M; YAMADA, T et al.International conference on soil mechanics and foundation engineering. 1994, pp 543-546Conference Paper

Pressuremeter tests on sitff clays and soft rocks : factors affecting measurements and their interpretationMARSLAND, A; POWELL, J.J.M.Engineering geology special publication. 1990, Num 6, pp 91-110, issn 0267-9914Conference Paper

Piled raft foundations on stiff clays - a contribution to design philosophy = Fondations sur radiers sur des argiles raides: contribution à la philosophie des projetsCOOKE, R. W.Geotechnique. 1986, Vol 36, Num 2, pp 169-203, issn 0016-8505Article

Geostatistical modelling of the spatial variation of the shear strength of a stiff, overconsolidated clayJAKSA, M.B; KAGGWA, W.S; BROOKER, P.I et al.Conference on probabilistic methods in geotechnical engineering. 1993, pp 185-194Conference Paper

Pressuremeter measurement of total horizontal stress in stiff clay = Mesure pressiométrique de la contrainte horizontale totale dans de l'argile raideHAWKINS, P.G; MAIR, R.J; MATHIESON, W.G et al.International symposium on pressuremeters. 3. 1990, pp 321-329Conference Paper

Panel report: Ground movements associated with excavations in stiff clays: Current prediction capabilityRAMPELLO, S; STALLEBRASS, S. E; VIGGIANI, G. M. B et al.International symposium on hard soils - soft rocks. 2000, pp 1527-1540, isbn 90-5809-021-3Conference Paper

Interpretation and modelling of deformation characteristics of a stiff North Sea clayJOVICIC, Vojkan; COOP, Matthew; SIMPSON, Brian et al.Canadian geotechnical journal. 2006, Vol 43, Num 4, pp 341-354, issn 0008-3674, 14 p.Article

LOAD TESTS ON POST-GROUTED MICRO PILES IN LONDON CLAY = ESSAI EN CHARGE DE MICROPIEUX APRES LEUR FONCAGE DANS L'ARGILE DE LONDRESJONES DA; TURNER MJ.1980; GROUND ENG.; ISSN 0017-4653; GBR; DA. 1980; VOL. 13; NO 6; PP. 47-53; 5 P.; BIBL. 6 REF.; 3 TAB. ; TABL./ILL.Article