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SHEAR BEHAVIORS OF SAND AND CLAY UNDER THREE-DIMENSIONAL STRESS CONDITION = COMPORTEMENT AU CISAILLEMENT DE SABLE ET D'ARGILE SOUS DES CONDITIONS DE CONTRAINTES TRIDIMENSIONNELLESNAKAI T; MATSUOKA H.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 26-42; BIBL. 13 REF.Article

CORRECTED FIELD VANE STRENGTH FOR EMBANKMENT DESIGN = CORRECTION DE LA RESISTANCE AU CISAILLEMENT FOURNIE PAR ESSAI SCISSOMETRIQUE EN PLACE, POUR LE CALCUL DES REMBLAISAZZOUZ AS; BALIGH MM; LADD CC et al.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 730-734; BIBL. 15 REF.Article

THE INFLUENCE OF CONFIRING PRESSURE ON THE SHEAR STRENGTH OF COMPACTED ROCKFILL = L'INFLUENCE DES PRESSIONS LATERALES SUR LA RESISTANCE AU CISAILLEMENT DES REMBLAIS ROCHEUX COMPACTESCHARLES JA; WATTS KS.1980; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1980; VOL. 30; NO 4; PP. 353-367; ABS. FRE; BIBL. 34 REF.Article

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Implementation of adaptive mesh refinement in MONICAHICKS, M. A.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 409-414, isbn 90-5410-886-XConference Paper

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Instability and liquefaction of granular materialsLADE, P.V.Computers and geotechnics. 1994, Vol 16, Num 2, pp 123-151, issn 0266-352XArticle

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SLOPE STABILITY IN RESIDUAL SOILS IN HONG KONG = STABILITE DES PENTES DANS LES SOLS RESIDUELS DE HONG KONGSWEENEY DJ; ROBERTSON PK.1982; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1982; VOL. 19; NO 4; PP. 521-525; ABS. FRE; BIBL. 7 REF.Article

PROPRIETES VISQUEUSES D'UNE ARGILE: EXPERIENCES ET FORMULATION INCREMENTALEVUAILLAT PIERRE.1980; ; FRA; DA. 1980; 265 P.; 30 CM; BIBL. 75 REF.; TH. DOCT.-ING./GRENOBLE 1-I.N.P.G./1980Thesis

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