A THEORETICAL MODEL FOR DESCRIBING THE BEHAVIOUR OF SOILS NOT OBEYING RENDULIC'S PRINCIPLE = UN MODELE THEORIQUE DECRIVANT LE COMPORTEMENT DES SOLS NE SUIVANT PAS LE PRINCIPE DE RENDULICGENS A; POTTS DM.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 24-32; BIBL. 12 REF.; ILL.Conference Paper

THE CONSOLIDATION OF A SOIL STRATUM, INCLUDING SELF-WEIGHT EFFECTS AND LARGE STRAINS = CONSOLIDATION D'UN SOL: EFFETS DE SON PROPRE POIDS ET GRANDES DEFORMATIONSLEE K; SILLS GC.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 4; PP. 405-428; BIBL. 12 REF.; 1 TAB. ; ILL./TABL.Article

SEABED CORER = UN CAROTTIER POUR LES FONDS MARINSJONES JOHN M.1981; C-CORE NEWS; ISSN 0381-6486; CAN; DA. 1981-07; VOL. 6; NO 2; PP. 3, 8; ILL.Article

STABILIZED POWER PLANT SCRUBBER SLUDGE AND FLY ASH IN THE MARINE ENVIRONMENT = INSTALLATION STABILISEE D'EPURATION DE BOUES ET DE CENDRES VOLANTES EN MILIEU MARINDUEDALL IVER W; ROETHEL FRANK J; SELIGMAN JAMES D et al.1981; MAR. SCI. (PLENUM); ISSN 0160-273X; USA; DA. 1981; VOL. 12; PP. 315-346; BIBL. 22 REF.; 5 TAB. ; ILL.Article

Analysis of softening effects in mudstone and over-consolidated claysYOSHIDA, N; MORGENSTERN, N.R; CHAN, D.H et al.Soils and foundations. 1991, Vol 31, Num 1, pp 121-130, issn 0038-0806, 10 p.Article

A combined hardening model for anisotropically consolidated clays = Modèle de durcissement combiné pour les argiles consolidées anistropiquementHIRAI, H.Soils and foundations. 1989, Vol 29, Num 3, pp 14-24, issn 0038-0806Article

Introduction aux lois de comportement des sables trés peu densesBIAREZ, J; ZIANI, F.Revue française de géotechnique. 1991, Num 54, pp 65-73, issn 0181-0529, 9 p.Article

Evidence for correlation of electrical resistivity and seismic velocity in heterogeneous near-surface materialsMEJU, Max A; GALLARDO, Luis A; MOHAMED, Adel K et al.Geophysical research letters. 2003, Vol 30, Num 7, pp 26.1-26.4, issn 0094-8276Article