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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

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

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

GROUND DEFORMATIONS RESULTING FORM SHIELD TUNNELLING IN LONDON CLAY.ATTEWELL PB; FARMER IW.1974; RES. CANAD. GEOTECH.; CANADA; DA. 1974; VOL. 11; NO 3; PP. 380-395; ABS. FR.; BIBL. 26 REF.; 13 ILL.Article

INTERPRETATION DE LA STRUCTURE GEOLOGIQUE DE SUBSURFACE PAR PROSPECTION ELECTRIQUE DANS LE SUD DU BASSIN SUWAKANAI T.1973; BULL. GEOL. SURV. JAP.; JAP.; DA. 1973; VOL. 24; NO 8; PP. 393-402; ABS. ANGL.; BIBL. 8 REF.; 7 ILL.Article

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

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

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

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

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

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

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

Three-dimensional numerical simulation of tunnelling effects on an existing pileLEE, G. T. K; NG, C. W. W.International conference of TC 28 of the ISSMGE. 2006, pp 139-144, isbn 0-415-39124-5, 6 p.Conference Paper

The mechanical behaviour of a natural clay: Experimental results and constitutive modellingAMOROSI, A; COTECCHIA, F; KAWADAS, M et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 13-16, isbn 90-2651-853-6, 3VolConference Paper

Lateral deformation of clay soil during freezing under axi-symmetric stressONO, T.International Symposium on ground freezing and frost action in soils. 2000, pp 95-99, isbn 90-5809-170-8Conference Paper

Post-symposium written discussion: Foundation settlements of two embankment dams founded on 'scaly' claysAIRO FARULLA, C; UMILTA, G; VALORE, C et al.International symposium on hard soils - soft rocks. 2000, pp 1607-1612, isbn 90-5809-021-3Conference Paper

Properties of clays from Menard pressuremeter test resultsBAHAR, R.ISC'98 : International Conference on site characterization. 1998, pp 735-740, isbn 90-5410-939-4Conference Paper