Approach to the study of durability of reinforcement fibers and yarns in geosynthetic clay liners

Author:

Hsuan Y.Grace

Publisher

Elsevier BV

Subject

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

Reference23 articles.

1. Slope stability of geosynthetic clay liner test plots;Daniel;Journal of Geotechnical and Geoenvironmental Engineering ASCE,1998

2. Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner;Eid;Geosynthetics International,1999

3. Elias, V., Salman, A., Juran, I., Pearce, E., Lu, S., 1999. Testing Protocols for Oxidation and Hydrolysis of Geosynthetics, Publication No. FHWA-RD-97-144. 186pp.

4. Fay, J.J., King, R.E., 1994. Antioxidants for geosynthetic resins and applications. In: Husan, Y.G., Koerner, R.M. (Eds.), Geosynthetic resins, Formulations and Manufacturing, GRI-8, GRI Conference Series, pp.77–96.

5. Gilbert, R.B., Scranton, H.B., Daniel, D.E., 1997. Shear strength testing for geosynthetic clay liners. In: Well, L.W. (Ed.), Testing and acceptance criteria for geosynthetic clay liners, ASTM STP 1308, American Society for Testing and Materials, Philadelphia, pp. 121–138.

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