STRIP FOUNDATION ON GEOGRID-REINFORCED CLAY - BEHAVIOR UNDER CYCLIC LOADING

Authors
DAS BM SHIN EC
Citation
Bm. Das et Ec. Shin, STRIP FOUNDATION ON GEOGRID-REINFORCED CLAY - BEHAVIOR UNDER CYCLIC LOADING, Geotextiles and geomembranes, 13(10), 1994, pp. 657-667
Citations number
NO
Categorie Soggetti
Engineering, Civil","Geosciences, Interdisciplinary
Journal title
Geotextiles and geomembranes → ACNP
ISSN journal
02661144
Volume
13
Issue
10
Year of publication
1994
Pages
657 - 667
Database
ISI
SICI code
0266-1144(1994)13:10<657:SFOGC->2.0.ZU;2-3
Abstract
Laboratory model tests to determine the permanent settlement of a surf ace strip foundation supported by geogrid-reinforced saturated clay an d subjected to a low-frequency cyclic load are presented. In conductin g the tests, the foundation was initially subjected to an allowable st atic 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 l oad are also presented.