Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
One Dimensional Primary and Secondary Consolidation of a Soil Which Creeps Indefinitely
In this paper the solutions of the problem of the one dimensional consolidation of a homogeneous saturated clay which creeps indefinitely is developed. A method for the determination of the material properties from a single laboratory test is developed. A parametric study on the behaviour of the solution for a range of these properties is then presented.
One Dimensional Primary and Secondary Consolidation of a Soil Which Creeps Indefinitely
In this paper the solutions of the problem of the one dimensional consolidation of a homogeneous saturated clay which creeps indefinitely is developed. A method for the determination of the material properties from a single laboratory test is developed. A parametric study on the behaviour of the solution for a range of these properties is then presented.
One Dimensional Primary and Secondary Consolidation of a Soil Which Creeps Indefinitely
J. R. Booker (Autor:in)
1982
43 pages
Report
Keine Angabe
Englisch
Online Contents | 1994
Two-mile bridge creeps across St. Lawrence
| Engineering Index Backfile | 1928
WORLD NEWS - Sethu Delayed Indefinitely
Online Contents | 2007
Analysis of primary and secondary consolidation
| Engineering Index Backfile | 1962