Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Foundation failures of four rockfill slopes
Failures of four rockfill slopes were interpreted as large-scale shear tests on foundation strata of stiff fissured clay; analyses of slope failures together with in situ laboratory shear tests on clay, have provided information on relation between strength in bulk of stiff fissured clay and that measured by small-scale tests; at all four sites in situ effective horizontal stresses in clay straits were about equal to passive pressure resistance of clay; this fact was used to provide alternative assessment of bulk strength of clay. (35498)
Foundation failures of four rockfill slopes
Failures of four rockfill slopes were interpreted as large-scale shear tests on foundation strata of stiff fissured clay; analyses of slope failures together with in situ laboratory shear tests on clay, have provided information on relation between strength in bulk of stiff fissured clay and that measured by small-scale tests; at all four sites in situ effective horizontal stresses in clay straits were about equal to passive pressure resistance of clay; this fact was used to provide alternative assessment of bulk strength of clay. (35498)
Foundation failures of four rockfill slopes
ASCE, J Soil Mech Found Div
Blight, G.E. (Autor:in)
1969
25 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Foundation failures in four rockfill slopes
| TIBKAT | 1969
Discussions on Seismic Stability of Slopes for Rockfill Dams
| British Library Conference Proceedings | 1987
Foundation of Mactaquac rockfill dam
| Engineering Index Backfile | 1966
Effects of abutment slopes on the performance of high rockfill dams
| British Library Online Contents | 1997
Effects of abutment slopes on the performance of high rockfill dams
| Online Contents | 1997