Study on Performance of Geotextile Reinforced Soils Using Triaxial Compression Test

Author:

Sreelakshmi K. R.,Vasudevan A. K.

Publisher

Springer Singapore

Reference9 articles.

1. Hima, H., Vinu, T.: Interfacial behavior of Reinforced Clay- Sand sandwich Model. IJERT 5(08):2278–0181 (2017)

2. Kuo-Hsin, Y., Yalew, W.M.: Behavior of geotextile-reinforced clay with a coarse material sandwich technique under unconsolidated-undrained triaxial compression. Int. J. Geomech. ASCE (2015)

3. Abdi, M.R., Sadrnejad, A.: Strength enhancement of clay by encapsulating geogrid in thin layers of sand. Geotext. Geomembr. 27(6), 447–455 (2009)

4. Nguyen, M.D., Yang, K.H.: Behavior of nonwoven geotextile reinforced sand and mobilization of reinforcement strain under triaxial compression. Geosynth. Int. 20(3), 1072–6349 (2013)

5. Fabin, K., Fourie, A.: Performance of geotextile-reinforced clay samples in undrained triaxial tests. Geotext. Geomembr. 4(1), 53–63 (1986)

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