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au.\*:("MEDEIROS LV")

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A DEEP RETAINING STRUCTURE IN TILL AND SAND: STRESS PATH EFFECTS, PERFORMANCE AND ANALYSIS = STRUCTURE DE SOUTENEMENT DANS UNE EXCAVATION PROFONDE CREUSEE DANS LA MORAINE ET LE SABLE: INFLUENCE DES CHEMINS DE CONTRAINTE, ET ANALYSEMEDEIROS LV; EISENSTEIN Z.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 120-140; ABS. FRE; BIBL. 43 REF.Article

FINITE ELEMENT ANALYSIS OF AN EXPERIMENTAL EXCAVATION = ANALYSE PAR LES ELEMENTS FINIS D'UNE EXCAVATION EXPERIMENTALEPONTES IDS FILHO; MEDEIROS LV.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 699-705; BIBL. 1 P.; 2 TAB. ; ILL./TABL.Conference Paper

MODELLING OF THE CONSTRUCTION OF AN UNDERGROUND STATION = MODELISATION DE LA CONSTRUCTION D'UNE GARE SOUTERRAINEMEDEIROS LV; EL NAHHAS F; SMITH LB et al.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 929-934; BIBL. 9 REF.; ILL.Conference Paper

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