THE USE OF ISOTACHES IN THE CONSOLIDATION ANALYSIS = UTILISATION DES LIGNES D'EGALE VITESSE DANS L'ANALYSE DE LA CONSOLIDATIONSUKLJE L.1973; ACTA GEOTECH.; YOUGOSL.; DA. 1973; NO 43-47; PP. 1-8; ABS. SLOVENE; BIBL. DISSEM.Article

CONSOLIDATION OF VISCOUS SOILS SUBJECTED TO CONTINUOUSLY INCREASING UNIFORM LOADSUKLJE L.1971; ACTA GEOTECH.; YOUGOSL. ; 1971, NUM. 0034-0036, P. 1 A 30Serial Issue

STRESSES AND STRAINS IN NON-LINEAR VISCOUS SOILS = CONTRAINTES ET DEFORMATIONS DANS DES SOLS VISQUEUX NON LINEAIRESSUKLJE L.1979; ACTA GEOTECH.; YUG; DA. 1979; NO 74-76; PP. 129-158; ABS. SLV; BIBL. 8 REF.; 19 ILL.Article

STRESSES AND STRAINS IN NON-LINEAR VISCOUS SOILS.SUKLJE L.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 2; PP. 129-158; BIBL. 8 REF.; 19 ILL.Article

INVESTIGATION OF THE TENSILE DEFORMABILITY OF SOILS USING HOLLOW CYLINDERS.SUKLJE L; DRNOVSEK J.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS.; 1965, VOL. 1, P. 368 A 372Miscellaneous

STRESSES AND STRAINS IN NON-LINEAR VISCOUS SOILS.SUKLJE L.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 2; PP. 129-158; BIBL. 8 REF.Article

CRITERE ELASTOPLASTIQUE DES CHARGES CRITIQUES SUR DES SOLS MULTICOUCHESSUKLJE L.1972; ACTA GEOTECH.; YOUGOSL.; DA. 1972; NO 37-40; PP. (9 P.); ABS. ANGL.; BIBL. 12 REF.; 7 ILL.Serial Issue

RHEOLOGICAL ASPECTS OF SOIL MECHANICS.SUKLJE L.1969; WILEY.INTERSCIENCE.LONDON.; 1969, P. 1 A 571Miscellaneous

GREEP E ROTTURA PROGRESSIVA NEI PENDII NATURALI = PHENOMENE DE GLISSEMENT PROGRESSIF SELON LE PENDAGE NATURELSUKLJE L.sdACTA GEOTECH.; YOUGOSL. MEME ART. ANGL. ,1971, NUM. 0034-0036, P. 1 A 16Serial Issue

CRITICAL LOADS DEPENDING ON LAYER THICKNESS.SUKLJE L; VIDMAR S.1973; ACTA GEOTECH.; YOUGOSL.; 1973, NUM. 0043-0047, P. 253 A 258Serial Issue

CRITICAL LOADS DEPENDING ON LAYER THICKNESSSUKLJE L; VIDMAR S.1973; ACTA GEOTECH.; YOUGOSL.; DA. 1973; NO 43-47; PP. 253-258; ABS. SLOVENE; BIBL. 7REF.Article

JOINT SOLUTION OF DIFFUSION AND EQUILIBRIUM EQUATIONS FOR NON-LINEAR VISCOUS SOILS = SOLUTION COMMUNE DE LA DIFFUSION ET EQUATIONS D'EQUILIBRE POUR LES SOLS VISQUEUX NON-LINEAIRESSAJE M; KOVACIC I; SUKLJE L et al.1982; ACTA GEOTECHNICA; ISSN 0374-0633; YUG; DA. 1982; NO 81-85; PP. 321-337; ABS. SLV; BIBL. 10 REF.; 2 TAB. ; TABL./ILL.Article

Consolidation and creep of soils in plane-strain conditions = Consolidation et fluage des sols dans des conditions de déformation planeSUKLJE, L; MAJES, B.Geotechnique. 1989, Vol 39, Num 2, pp 231-250, issn 0016-8505Article

Influence of the density of finite element networks on consolidation analysis = Influence de la densité de mailles d'éléments finis sur l'analyse de la consolidationSUKLJE, L; MAJES, B.Geotechnique. 1990, Vol 41, Num 1, pp 139-142, issn 0016-8505, 4 p.Article