A platform for research: civil engineering, architecture and urbanism
Strip foundation on geogrid-reinforced clay: Behavior under cyclic loading
Abstract Laboratory model tests to determine the permanent settlement of a surface strip foundation supported by geogrid-reinforced saturated clay and subjected to a low-frequency cyclic load are presented. In conducting the tests, the foundation was initially subjected to an allowable static load. The cyclic load was then super-imposed over the static load. The variation of the maximum permanent settlement with the intensity of the static load and the intensity of the amplitude of the cyclic load are also presented.
Strip foundation on geogrid-reinforced clay: Behavior under cyclic loading
Abstract Laboratory model tests to determine the permanent settlement of a surface strip foundation supported by geogrid-reinforced saturated clay and subjected to a low-frequency cyclic load are presented. In conducting the tests, the foundation was initially subjected to an allowable static load. The cyclic load was then super-imposed over the static load. The variation of the maximum permanent settlement with the intensity of the static load and the intensity of the amplitude of the cyclic load are also presented.
Strip foundation on geogrid-reinforced clay: Behavior under cyclic loading
Das, B.M. (author) / Shin, E.C. (author)
Geotextiles and Geomembranes ; 13 ; 657-667
1994-04-06
11 pages
Article (Journal)
Electronic Resource
English
Strip Foundation on Geogrid-Reinforced Clay: Behavior Under Cyclic Loading
Online Contents | 1994
|Cyclic Loading Induced Settlement of Strip Foundation on Geogrid Reinforced Saturated Clay
British Library Conference Proceedings | 1995
|Strip Foundation on Geogrid-Reinforced Clay
British Library Conference Proceedings | 1994
|Strip Foundation on Geogrid-Reinforced Clay Slope
British Library Conference Proceedings | 1996
|Strip foundation on geogrid-reinforced clay slope
British Library Conference Proceedings | 1996
|