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FINITE ELEMENT ANALYSIS OF STRAIN-SOFTENING SOILS = ANALYSE PAR ELEMENTS FINIS DE SOLS A RESISTANCE DECROISSANTE A LA DEFORMATIONMATSUMOTO T; KO HY.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A. A. BALKEMA; DA. 1982; VOL. 1; PP. 213-222; BIBL. 11 REF.; ILL.Conference Paper

CENTRIFUGAL MODELING OF TRANSIENT WATER FLOW = MODELISATION PAR CENTRIFUGATION DES FLUX D'EAU TRANSITOIRESCARGILL KW; KO HY.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 4; PP. 536-555; BIBL. 15 REF.Article

CUBICAL MULTIAXIAL CELL FOR TESTING COHESIVE SOILSBERENDS BE; KO HY.1980; J. GEOTECH. ENG. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 106-111; BIBL. 10 REF.Article

STRAIN-SOFTENING OF BRITTLE GEOLOGIC MATERIALS.STURE S; KO HY.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 3; PP. 237-253; BIBL. 27 REF.; 13 ILL.Article

EFFECTS OF CONSOLIDATION ON PERMEABILITY MEASUREMENTS FOR SOFT CLAY = EFFETS DE LA CONSOLIDATION SUR LA MESURE DE PERMEABILITE D'ARGILE MOLLEPANE V; CROCE P; ZNIDARCIC D et al.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 67-72; BIBL. 7 REF.Article

LUNAR SURFACE MECHANICAL PROPERTIES.CHOATE R; BATTERSON SA; CHRISTENSEN EM et al.1969; J. GEOPHYS. RES.; USA; 1969(11), VOL. 74, NUM. 0025, P. 6149 A 6174Miscellaneous

BEHAVIOR OF CONCRETE UNDER MULTIAXIAL STRESS STATES = COMPORTEMENT DU BETON SOUMIS A DES CHARGES MULTIAXIALESGERSTLE KH; ASCHL H; BELLOTTI R et al.1980; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1980; VOL. 106; NO 6; PP. 1383-1403; BIBL. 17 REF.Article

LUNAR SURFACE MECHANICAL PROPERTIES.CHRISTENSEN EM; BATTERSON SA; BENSON HE et al.1968; J. GEOPHYS. RES.; USA; 1968(11), VOL. 73, NUM. 0022, P. 7169 A 7192Miscellaneous