Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of long slope undergoing creep deformation is based on assumptions that soil flows viscously with no volume change, and that creep deformation ensues when shear stress due to gravity exceeds soil residual shear strength; expressions to describe velocity field in creep zone of slope are derived; results are discussed for cases of with or without surcharge loads and results are presented in dimensionless charts; theoretical results appear applicable to slopes of over-consolidated clay or clay shales. (39604)
Analysis of long slope undergoing creep deformation is based on assumptions that soil flows viscously with no volume change, and that creep deformation ensues when shear stress due to gravity exceeds soil residual shear strength; expressions to describe velocity field in creep zone of slope are derived; results are discussed for cases of with or without surcharge loads and results are presented in dimensionless charts; theoretical results appear applicable to slopes of over-consolidated clay or clay shales. (39604)
Stability of slopes undergoing creep deformation
ASCE J Soil Mech Found Div
Yen, B.C. (Autor:in)
1969
22 pages
Aufsatz (Zeitschrift)
Englisch
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Deformation characteristics of slate slopes associated with morphology and creep
| Online Contents | 2014
Deformation characteristics of slate slopes associated with morphology and creep
| British Library Online Contents | 2014
| Online Contents | 1974
| Online Contents | 1974