Strength enhancement of clay by encapsulating geogrids in thin layers of sand

Author:

Abdi M.R.,Sadrnejad A.,Arjomand M.A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference30 articles.

1. Soil-geogrid reinforcement interaction by pullout and direct shear tests;Alfaro;Geotechnical Testing Journal,1995

2. Athanasopoulos, G.A., Katsas, C.E., Ioannidis, A.A., Pelekis, P.C., 2002. Evaluation of sand-geotextile interface friction angle by a modified 300×300mm direct shear box. Geosynthetics- 7th ICG- Delmas.

3. Interaction between cohesive-frictional soil and various reinforcements;Bergado;Geotextiles and Geomembranes,1993

4. Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill;Chen;Geotextiles and Geomembranes,2007

5. Stabilization of weak clay with strong sand and geogrid at sand-clay interface;Das;Transportation Research Record,1998

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