Load plate rigidity and scale effects on the frictional behavior of sand/geomembrane interfaces

Author:

Hsieh Chiwan,Hsieh Ming-Wen

Publisher

Elsevier BV

Subject

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

Reference11 articles.

1. ASTM D1566, Annex A2, 1990. Calibration of density sand. ASTM Designation: D5166-90, ASTM, USA.

2. ASTM D5321, 1991. ‘Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic system by the direct shear method. ASTM Designation: D4355-91, ASTM, USA.

3. Bemben, S.M., Schulze, D.A., 1998. The influence of equipment style and setup dimensions on sand/geomembrane direct shear test measurements. Proceedings of the Sixth International Conference on Geosynthetics, Atlanta, USA, pp. 453–458.

4. Blumel, W., Stoewashse, C., 1998. Geosynthetic Interface friction testing in Germany—effect of test setups. Proceedings of the Sixth International Conference on Geosynthetics, Atlanta, USA, pp. 439–442.

5. Criley, K.R., Saint John, D., 1997. Variability analysis of soil versus geosynthetic interface friction characteristics by multiple direct shear testing. Proceedings of the Geosynthetics ’97, IFAI, Vol. 2, Long Beach, CA, pp. 885–897.

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