Estimating Method for the In-Soil Deformation Behavior of Geogrid Based on the Results of Direct Box Shear Test-Reference-Cited by-同舟云学术

Estimating Method for the In-Soil Deformation Behavior of Geogrid Based on the Results of Direct Box Shear Test

Published:2003-02 Issue:1 Volume:43 Page:47-57
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Nakamura Tsutomu,Mitachi Toshiyuki,Ikeura Isao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference13 articles.

1. Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method;American Society for Testing and Materials;ASTM D,1993

2. Interaction behavior of steel grid reinforcements in a clayey sand;Bergado;Géotechnique,1993

3. Dilatancy effects of granular soil on the pullout resistance of strip reinforcement;Hayashi,1996

4. Evaluation of pull-out behavior of HDPE geomembrane embedded in sand;Imaizumi;J. of Japanese Society of Civil Engineers,1995

5. A laboratory investigation of grid reinforcement in clay;Ingold;Geotech. Testing J.,1983

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