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Results 1 to 13 of 13

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PLASTIC ZONE DEVELOPMENT DURING EMBANKMENT CONSTRUCTION.CAVOUNIDIS S.1977; SOIL FOUND.; JAP.; DA. 1977; VOL. 17; NO 3; PP. 69-72; BIBL. 4 REF.; 1 ILL.Article

PORE WATER PRESSURES IN EARTH DAMS UNDER CONSTRUCTION.CAVOUNIDIS S.1977; ARCH. HYDROTECH.; POL; DA. 1977; VOL. 24; NO 4; PP. 539-546; ABS. POL/RUS; BIBL. 18 REF.Article

PARAMETRIC ELASTOPLASTIC ANALYSIS OF CLAY FILLS = L'ANALYSE ELASTOPLASTIQUE DES PARAMETRES DES REMBLAIS ARGILEUXCAVOUNIDIS S.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 1; PP. 83-89; BIBL. 8 REF.; 1 TAB. ; ILL./TABL.Article

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

EFFECT OF PLASTICITY ON LOAD TRANSFER IN ZONED DAMS = INFLUENCE DE LA PLASTICITE SUR LE TRANSFERT DE CHARGE DANS DES BARRAGES ZONESCAVOUNIDIS S; VAZIRI H.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 663-669; BIBL. 9 REF.; 1 TAB. ; ILL./TABL.Conference Paper

HYPOTHESIS FOR PROGRESSIVE FAILURE IN A MARL = HYPOTHESES CONCERNANT LA RUPTURE PROGRESSIVE D'UNE MARNECAVOUNIDIS S; SOTIROPOULOS E.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 6; PP. 659-671; BIBL. 32 REF.; 8 ILL.Article

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.; 1 TAB. ; ILL./TABL./ESQUISSE GEOL./ESQUISSEArticle

CONSOLIDATION DURING CONSTRUCTION OF EARTH DAMSCAVOUNIDIS S; HOEEG K.1978; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1978; NO 124; PP. 1-13; BIBL. 41 REF.; 11 ILL.Article

CONSOLIDATION DURING CONSTRUCTION OF EARTH DAMS.CAVOUNIDIS S; HOEG K.1977; PROV. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 10; PP. 1055-1067; BIBL. 2 P. 1/2Article

Failure of a fill and retaining wall on a slope = Rupture d'un remblai et d'un mur de soutènement sur un talusSOTIROPOULOS, E; CAVOUNIDIS, S.European conference on soil mechanics and foundation engineering. 9. 1987, pp 491-493Conference Paper

A marl of Samos as fillDOUNIAS, G.T; COSTOPOULOS, S; CAVOUNIDIS, S et al.Geotechnical engineering of hard soils - soft rocks. 1993, pp 1263-1268Conference Paper

Mudstone core for the Evinos damCAVOUNIDIS, S.International Symposium. 1997, pp 2051-2053, isbn 90-5410-347-7Conference Paper

Increasing the stability of a failed slope by pumping, Malakasa Landslide, Athens, GreeceMARINOS, P; YANNATOS, M; SOTIROPOULOS, E et al.International Symposium on Engineering Geology and the EnvironmentSymposium internationale de la géologie de l'ingénieur et l'environnement. 1997, pp 853-857, isbn 90-5410-877-0Conference Paper

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