Buch, Englisch, 254 Seiten, Format (B × H): 178 mm x 254 mm, Gewicht: 703 g
Selected and Reviewed Papers from the Workshop on Internal Erosion and Piping of Dams and their Foundations, Aussois, France, 25-27 April 2005
Buch, Englisch, 254 Seiten, Format (B × H): 178 mm x 254 mm, Gewicht: 703 g
ISBN: 978-0-415-43724-0
Verlag: Taylor & Francis Ltd
Zielgruppe
Postgraduate and Professional
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
The state of the art of assessing the likelihood of internal erosion of embankment dams, water retaining structures and their foundations; Assessing the vulnerability of dams to internal erosion; Internal erosion in Porjus dam – risk assessment and proposal for upgrading; Issues in the management of internal erosion in UK embankment dams; Bureau of Reclamation experience with evaluating internal erosion of embankment dams; A framework for assessing the likelihood of internal erosion and piping of embankment dams and their foundations; Assessment of the likelihood of initiation of erosion in embankment dams; Application of no, excessive and continuing erosion criteria to existing dams; Re-evaluation of internal erosion incidents at Matahina Dam, New Zealand; Detection of internal erosion in embankment dams using temperature, resistivity and SP measurements; Internal stability of particles in dam cores made of cohesionless broadly graded moraines; A specific triaxial device for the study of internal erosion in cohesive soils; The susceptibility of internal erosion in the Suorva Dam; Filters and internal erosion in Swedish dams; Hydraulic criteria for internal erosion in cohesionless soil; Evaluation of erosion of soil used in dykes and earth embankments which are subjected to flood; Evaluating internal instability and internal erosion in a selection of existing Swedish embankment dams; A review of Corps of Engineers levee seepage practices in the United States; Investigation of internal erosion by the process of suffusion in embankment dams and their foundations; FIREBIRD Breach: A numerical model for breach formation in earthfill dams by overtopping of the crest.