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060510s1977 |||a fr||||| |0 0|eng d |
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|a 627.8 MAR
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|a Deformation of earth-rockfill dams
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|a México :
|b UNAM. Instituto de Ingeniería,
|c 1977.
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|a vi, 83 p.
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|a Corresponde a: 9º International Conference on Soil Mechanics and Foundation Engineering. Specialty session 8
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|a 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.
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|a Ubic.:627.8 MAR Ej.1 PRES DON Observ.MORETTO
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|a DIQUES
|9 270728
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|a DIQUES DE TIERRA
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|a INGENIERIA HIDRAULICA
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|a C8719 Ubic.:627.8 MAR Ej.1 PRES DON Observ.MORETTO
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|c LIB
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|a MON
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|a 20414
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|a Registro convertido en forma automatizada
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|c 23602
|d 23602
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