Koha

vi, 83 p.

Corresponde a: 9ã International Conference on Soil Mechanics and Foundation Engineering. Specialty session 8;Strain computation in earth-rockfill dams; Marsal. Raúl J.;Effects of interaction in earth-rockfill dams; Alberro. Jesús;Influence of field measurements on the design of embankment dams; Wilson. Stanley D.;Clay embankments and foundations. Monitoring stability by measuring deformations; Vaughan. P. R.;Hydraulic fracture; Penman. A. D. M.;Transient seepage in clay core, its dependance of end of construction pore pressure and significance to hydraulic fracturing hazard; Anagnoti. P. V.;Discussions on cracking and hydraulic fracturing in fill-type dams; Ohne. Y.;Interaction phenomena observed in the core and downstream shell of Esmeralda Dam, Chivor Hydroelectric Project; Hacelas. J. E.;Remarques sur les deformations de quelques barrages en terre; Post. G.;Development of longitudinal cracks at Gepatsch Dam; Schober. W.;Some experiences from Talbingo and Dartmouth Dams, in Australia; Hosking. A. D.;Deformation properties of soils as placed in an embankment; Radukic. V.;Design considerations at the interface of a composite concrete and earth dam; Sawada. T.