Long-term shear strength behavior of a needlepunched geosynthetic clay liner

ASTM Special Technical Publication

Volumn 1308, Issue , 1997, Pages 103-120

  Trauger, Robert J ^a   Swan Jr , Robert H ^b   Yuan, Zehong ^b  

^a Lining Technology Group   (United States)

^b Soil Geosynthetic Intrac Test Lab   (United States)

Author keywords

Constant load creep shear test; Creep; Direct shear; Geosynthetic clay liner; Landfill cover; Landfill liner; Needlepunched; Reinforced; Shear strength

Indexed keywords

EID: 5544226793     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (7)

1. Olson, R. E., "Shearing Strength of Kaolinite, Illite, and Montmorillonite," Journal of Gentechnical Engineering, ASCE No. GT11, pp. 1215-1227, 1974.
2. Mesri, G. and Olson, R. E., "Shear Strength of Montmorillonite," Geotechnique, Vol. 20, No. 3, pp.261-270, 1970.
3. Gleason, M. H., "Comparative Testing of Calcium and Sodium Smectite Clays for Geotechnical Environmental Applications, M.S. Thesis, University of Texas, Austin, Texas, 200 pp, 1993.
4. Daniel, D. E. and Shan, H.-Y., "Results of Direct Shear Tests on Hydrated Bentonitic Blankets," University of Texas, Geotechnical Engineering Center, Austin, Texas, 13 pp, 1991.
5. GeoSyntec Consultants, "Final Report, Direct Shear Testing, Internal Strength of Bentomat GCL," Project No. GL3419, 7 December 1993.
6. GeoSyntec Consultants, "Final Report, Direct Shear Testing, Internal Strength of Bentomat GCL Under High Normal Stresses," Project No. GL3529, 2 February 1994.
7. Daniel, D. E., Interim Data from Cincinnati GCL Field Test Site. Unpublished.