Geosynthetics Engineering Journal
Online ISSN : 1883-146X
Print ISSN : 1344-6193
ISSN-L : 1344-6193
Filed observation of geogrid reinforced wall with wall block used dry construction method and FEM analysis
Takaya HiguchiTetsuya IsedaNaoyuki OmuraYasuhiro HonmaYo Kawaguchi
Author information
JOURNAL FREE ACCESS

1998 Volume 13 Pages 346-354

Details
Abstract
It is need to understand concern with settlement of embankment and wall face deformation, strength of geogrid and earth pressure of back the wall, to recognize stability of geogrid reinforced wall with wall block used dry construction method.
We were constructed the 8.0m test embankment of geogrid reinforced wall with wall block used dry construction method. The test embankment was set earth pressure gauges of back the wall and on base, strain gauges on the geogrids and settlement plates in back fill. It was observed deformation of the wall face, top of the embankment and settlement plates about one year.
Next we were trying FEM analisys. This FEM analisys is used double contact point method, because it is able to think friction coefficient of soil and geogrid and wall block and geogrid, . In result FEM analisys of double contact point method is useful for geogrid reinforced wall with wall block used dry construction method.
Content from these authors
© Japan Chapter of International Geosynthetics Society
Previous article Next article
feedback
Top