Special lecture : response of unstable masses to remedial measures = Conférence spéciale : réponse des masses instables aux mesures d'assainissementTOGROL, E.Symposium international sur les glissements de terrain. 5. 1990, pp 1479-1485Conference Paper

SPREADING OF CLAY SLOPES.TOGROL E.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 267 A 275Miscellaneous

LONG TERM STABILITY OF OVERCONSOLIDATED ISTANBUL CLAY = STABILITE A LONG TERME DE L'ANGLE SURCONSOLIDE D'ISTANBULTOGROL E.1979; SIMPOSIO INTERNACIONAL DE MECANICA DE SUELOS./1979/OAXACA; MEX; MEXICO: SOCIEDAD MEXICANA DE SUELOS; DA. 1979; VOL. 1; PP. 161-167; BIBL. 12 REF.; 6 ILL.Conference Paper

THE EFFECT OF OVERCONSOLIDATION ON THE DEVELOPMENT OF PORE PRESSURE IN SATURATED CLAYS.TOGROL E.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS.; 1965, VOL. 1, P. 382 A 384Miscellaneous

CYCLIC CONSOLIDATION = CONSOLIDATION CYCLIQUETOGROL E; GUELER E.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 427-430; BIBL. 5 REF.; 5 TAB. ; TABL./ILL.Conference Paper

STRESS-DEFORMATION CHARACTERICS OF A FROZEN SOIL.TOGROL E; ERSOY T.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 333-336; BIBL. 8 REF.; 4 ILL.Conference Paper

SHORT TERM CAPACITY OF GROUND ANCHORSTOGROL E; SAGLAMER A.1978; ISTANBUL TEK. UNIV. BUL.; TUR; DA. 1978; VOL. 31; NO 1; PP. 1-13; ABS. TUR; BIBL. 7 REF.Article

Relationship between pore pressure and strain = Une relation entre la pression interstitielle et la déformationTOGROL, E; GÜLER, E.International conference on soil mechanics and foundation engineering. 11. 1985, pp 677-680Conference Paper

Effect of repeated loading on the strength of clay = Effet de chargement répété sur la résistance mécanique de l'argileTOGROL, E; GÜLER, E.International journal of soil dynamics and eathquake engineering. 1984, Vol 3, Num 4, pp 184-190, issn 0261-7277Article

Determination of undrained strength of fine-grained soils by means of SPT and its application in TurkeySIVRIKAYA, O; TOGROL, E.Engineering geology. 2006, Vol 86, Num 1, pp 52-69, issn 0013-7952, 18 p.Article

Ground improvement and pilingTOGROL, E.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 907-910, isbn 90-5410-891-6Conference Paper

Shrinking to the limitUNAL, G. Y; TOGROL, E.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 303-306, isbn 90-2651-853-6, 3VolConference Paper

Essais de chargement sur les fondations mixtes radier-pieux = Field loading tests on piled raft foundationsGOK, S; TOGROL, E.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1047-1048, isbn 90-2651-853-6, 3VolConference Paper

Embankment design of soft claysOZER CINICIOGLU, S. F; TOGROL, E.Journal of geotechnical engineering. 1991, Vol 117, Num 11, pp 1691-1705, issn 0733-9410Article

Underpinning against ground failureTOGROL, E; EGIN, D; DADASBILGE, K et al.International conference on soil mechanics and foundation engineering. 1994, pp 603-608Conference Paper