MODELE REDUIT CENTRIFUGE D'UNE RUPTURE DE TRANCHEE.PINCENT B; QUEYROI D; PILOT G et al.1977; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1977; NO SPEC. 6F; PP. 54-57; BIBL. 6 REF.Article

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A CASE OF MINOR SLOPE FAILURE IN MARLY CLAY, IN EPIRUS, GREECE = UN CAS DE RUPTURE DE PENTE MINEURE DANS DE L'ARGILE MARNEUSE GONFLANTE A EPIRUS EN GRECESOTIROPOULOS E; CAVOUNIDIS S.1980; J. CIV. ENG. DES.; USA; DA. 1980; VOL. 2; NO 2; PP. 209-219; BIBL. 4 REF.Article

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THE IMPORTANCE OF THE STRESS HISTORIES OF COHESIVE SOILS AND THE CONE PENETRATION TEST = IMPORTANCE DE L'HISTORIQUE DES TENSIONS DANS DES SOLS COHERENTS ET L'ESSAI DE PENETRATION PAR CONETHORBURN S; LAIRD CL; REID NM et al.1981; STRUCT. ENGR, A; ISSN 0039-2553; GBR; DA. 1981; VOL. 59A; NO 3; PP. 87-92; BIBL. 10 REF.Article

CONFRONTO TRA RESISTENZA ALLA PUNTA DEL PENETROMETRO STATICO E COESIONE NON DRENATA = COMPARAISON ENTRE RESISTANCE A LA POINTE DU PENETROMETRE STATIQUE ET LA COHESION NON DRAINEECICOGNANI M.1980; ING. FERROV.; ISSN 0020-0956; ITA; DA. 1980; VOL. 35; NO 7-8; PP. 599; ABS. FRE/ENG/GER; BIBL. 5 REF.Article

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FOUNDATION PERFORMANCE OF GARDINER DAM = COMPORTEMENT DES FONDATIONS DU BARRAGE GARDINERJASPAR JL; PETERS N.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 4; PP. 758-788; ABS. FRE; BIBL. 16 REF.Article

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