Large Dynamic Direct Shear Machine for Geosynthetic Clay Liners

Geotechnical Testing Journal

Volumn 29, Issue 5, 2006, Pages 392-400

  Fox, Patrick J ^a   Nye, Christopher J ^a   Morrison, Todd C ^b   Hunter, Jay G ^a   Olsta, James T ^c  

^a The Ohio State University   (United States)

^b Barr and Prevost   (United States)

^c CETCO   (United States)

Author keywords

bentonite; direct shear test; dynamic loading; geosynthetic clay liner; shear strength

Indexed keywords

BEARINGS (MACHINE PARTS); BENTONITE; DATA ACQUISITION; DISPLACEMENT CONTROL; DYNAMIC LOADS; GEOSYNTHETIC MATERIALS; HYDRATION; HYDRAULIC ACTUATORS; HYDRAULIC MACHINERY; SHEAR STRENGTH; SHEARING; SHEARING MACHINES; STRESS ANALYSIS; TESTING; ACTUATORS; PROCESS CONTROL; REACTION KINETICS; SHEAR DEFORMATION;

DIRECT SHEAR; DIRECT SHEAR TEST; DYNAMIC LOADINGS; DYNAMIC SHEAR STRENGTH; GEOSYNTHETIC CLAY LINERS; NORMAL STRESS; SHEAR STRENGTH TESTING; SHEARING SYSTEMS; SHEARS STRENGTH; STATICS AND DYNAMICS; BIDIRECTIONAL PULLOUT; GEOSYNTHETIC CLAY LINERS (GCL); SHEAR DISPLACEMENT; SHEAR MACHINE;

SHEAR STRESS; CLAY;

EID: 33845568372     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/GTJ100183     Document Type: Article

References (16)

1. ASTM, Standard D 6496, “Standard Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners,” Annual Book of ASTM Standards, Vol. 04.13, ASTM International, West Conshohocken, PA.
2. De, A., and Zimmie, T. F. (1998). “Estimation of Dynamic Interfacial Properties of Geosynthetics,” Geosynthet. Int., 5(1–2), 17–39.
3. Fox, P. J., Rowland, M. G., Scheithe, J. R., Davis, K. L., Supple, M. R., and Crow, C. C. (1997). “Design and Evaluation of a Large Direct Shear Machine for Geosynthetic Clay Liners,” Geotech. Test. J., 20(3), 279–288.
4. Fox, P. J., Morrison, T. C., Nye, C. J., Hunter, J. G., and Olsta, J. T. (2005). “Current Research on Dynamic Shear Behavior of Needle-Punched Geosynthetic Clay Liners,” Proceedings, Geosynthetics’05, North American Geosynthetics Society, Las Vegas (CD-Rom).
5. Fox, P. J., Rowland, M. G., and Scheithe, J. R. (1998). “Internal Shear Strength of Three Geosynthetic Clay Liners,” J. Geotech. Geoenviron. Eng., 124(10), 933–944.
6. Fox, P. J., and Stark, T. D. (2004). “State-of-the-Art Report: GCL Shear Strength and its Measurement,” Geosynthet. Int., 11(3), 117–151.
7. Fox, P. J., Stark, T. D., and Swan, Jr. R. H. (2004). “Laboratory Measurement of GCL Shear Strength,” Advances in Geosynthetic Clay Liner Technology: 2nd Symposium, STP 1456, R. E. Mackey and K. von Maubeuge, eds., ASTM International, West Conshohocken, PA, pp. 92–109.
8. Gilbert, R. B., Scranton, H. B., and Daniel, D. E. (1997). “Shear Strength Testing for Geosynthetic Clay Liners,” Testing and Acceptance Criteria for Geosynthetic Clay Liners, STP 1308, L. W. Well, ed., ASTM International, West Conshohocken, Pennsylvania, pp. 121–135.
9. Kramer, S. L. (1996). Geotechnical Earthquake Engineering, Prentice-Hall, Upper Saddle River, New Jersey.
10. Lai, J., Daniel, D. E., and Wright, S. G. (1998). “Effects of Cyclic Loading on Internal Shear Strength of Unreinforced Geosynthetic Clay Liner,” J. Geotech. Geoenviron. Eng., 124(1), 45–52.
11. Lo Grasso, S. A., Massimino, M. R., and Maugeri, D. I. C. A. (2002). “Dynamic Analysis of Geosynthetic Interfaces by Shaking Table Tests,” Proceedings, 7th International Conference on Geosynthetics, Nice, Vol. 4, pp. 1335–1338.
12. Nye, C. J. (2006). “Research on the Dynamic Internal Shear Behavior of a Needle-Punched Geosynthetic Clay Liner,” Master of Science thesis, Department of Civil and Environmental Engineering and Geodetic Science, Ohio State University, Columbus, Ohio.
13. Triplett, E. J., and Fox, P. J. (2001). “Shear Strength of HDPE Geomembrane/Geosynthetic Clay Liner Interfaces,” J. Geotech. Geoenviron. Eng., 127(6), 543–552.
14. USEPA (1995). “RCRA Subtitle D (40 CFR 258) Seismic Design Guidance for Municipal Solid Waste Landfill Facilities,” G. N. Richardson, E. Kavazanjian, Jr., and N. Matasovic, EPA/600/R-95/051, April.
15. Yegian, M. K., and Kadakal, U. (1998). “Geosynthetic Interface Behavior Under Dynamic Loading,” Geosynthet. Int., 5(1–2), 1–16.
16. Yegian, M. K., and Lahlaf, A. M. (1992). “Dynamic Interface Shear Strength Properties of Geomembranes and Geotextiles,” J. Geotech. Eng., 118(5), 760–779.