INCREMENTAL CONSTITUTIVE LAW FOR SANDS AND CLAYS: SIMULATIONS OF MONOTONIC AND CYCLIC TESTS = LOI INCREMENTALE CONSTITUTIVE POUR DES SABLES ET DES ARGILES: SIMULATION DES ESSAIS CYCLIQUES ET MONOTONIQUESDARVE F; LABANIEH S.1982; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 2; PP. 243-275; BIBL. 43 REF.Article

Reliability of stress measurements in geomechanicsLABANIEH, S; ELHAJAL, J.International Symposium on field measurements in geomechanics. 1991, pp 153-158Conference Paper

Étude expérimentale de l'interaction entre les fonds marins et les pipelines flexibles soumis à la houle et aux courants = Experimental study of interaction between soil and flexible pipeline exposed to wave and current actionsBRANQUE, D; FORAY, P; LABANIEH, S et al.Revue française de géotechnique. 2001, Num 97, pp 61-78, issn 0181-0529Article

Estimation of soil parameters using a pressuremeter testBAHAR, R; CAMBOU, B; LABANIEH, S et al.The pressuremeter and its new avenues. International symposium. 1995, pp 65-72Conference Paper

Effet de la mise en place sur la capacité portante des pieux dans les sablesFORAY, P; GENEVOIS, J.M; LABANIEH, S et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 913-914Conference Paper

Importance of triaxial behaviour in extension on liquefaction of sandsLABANIEH, S; GODARD, L.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 635-640, isbn 90-5410-578-X, 2VolConference Paper