Laserfiche WebLink
Interpretation of SGI Interface Shear Strength Test Results Page 12 <br />Foothill Sanitary Landfill - Area 2A Liner System 8/4/15 0 <br />References <br />Advanced Earth Sciences (AES) (2015). "Memo: Foothill Sanitary Landfill - Area 2A Liner - <br />Interface Shear Strength Test Results." prepared by Kris Khilnani for San Joaquin County <br />Department of Public Works, Project No. 14-101-01, July 13, 2015, 9 p. <br />ASTM D7702/D7702M-14 (2014), "Standard Guide for Considerations When Evaluating Direct <br />Shear Results Involving Geosynthetics," ASTMInternational, West Conshohocken, PA. <br />Stark, T.D. and Choi, H. (2004). 'Peak v. Residual Interface Strengths for Landfill Liner and <br />Cover Design," Geosynthetics International Jour., Vol. 11, No. 6, December, 2004, pp. 491-498. <br />Stark, T.D., Niazi, F., and Keuscher, T. (2015). "Comparison of Single and Multiple <br />Geosynthetic Interface Tests," Intl. Journal of Geotechnical and Geological Engineering, <br />Springer Publishing, April, 2015, pp. 1-17, DOI 10.1007/s 10706-015-9906-4. <br />Stark, T.D. and Poeppel, A.R. (1994). "Landfill Liner Interface Strengths from Torsional Ring <br />Shear Tests," Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 3, March, 1994, pp. <br />597-615. <br />n <br />U <br />12 <br />