Reinforced soil buttress to stabilize a high natural slope = Contreforts en sol armé pour stabilisation de versant de hauteur importanteBONAPARTE, R; SCHMERTMANN, G.R; CHU, D et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 1227-1230Conference Paper

Update of the Cincinnati GCL test plotsKOERNER, R. M; CARSON, D. A; DANIEL, D. E et al.GEO-BENTO. 1998, pp 291-315Conference Paper

Load-carrying capacity of a soil layer supported by a geosynthetic overlying a void = Portance d'un système couche de sol-géosynthétique surmontant une cavité naturelleGIROUD, J.P; BONAPARTE, R; BEECH, J.F et al.International geotechnical symposium on theory and practice of earth reinforcement. 1988, pp 185-190, 6 p.Conference Paper

Slope stability of geosynthetic clay liner test plotsDANIEL, D. E; KOERNER, R. M; BONAPARTE, R et al.Journal of geotechnical and geoenvironmental engineering. 1998, Vol 124, Num 7, pp 628-637, issn 1090-0241Article

Waste containment systems for pollution control : part II - hydraulic design and performanceBONAPARTE, R; GIROUD, J. P.NATO Advanced Study Institute on Advances in Groundwater Pollution Control and Remediation. sd, pp 437-477, isbn 0-7923-3926-6Conference Paper