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Discussion of “Analysis of a Large Database of GCL Internal Shear Strength Results” by Jorge G. Zornberg, John S. McCartney, and Robert H. Swan Jr.
Publisher: American Society of Civil Engineers
Emerging and Future Developments of Selected Geosynthetic Applications
Publisher: American Society of Civil Engineers
Abstract: This paper presents 17 separate applications within the current technology of geosynthetics. They were selected as being illustrative of the wide range of applications that can utilize geosynthetics in geotechnical, ...
Viewpoint: Geosynthetics in New and Emerging Uses
Publisher: American Society of Civil Engineers
Modification to Translational Failure Analysis of Landfills Incorporating Seismicity
Publisher: American Society of Civil Engineers
Abstract: This paper extends a previously developed method of the writers by using a pseudostatic approach to conduct seismic stability analysis for potential translational failures of multilayer lined landfills. Assuming that the ...
Closure to “Modification to Translational Failure Analysis of Landfills Incorporating Seismicity” by Xuede Qian and Robert M. Koerner
Publisher: American Society of Civil Engineers
Stability Analysis When Using an Engineered Berm to Increase Landfill Space
Publisher: American Society of Civil Engineers
Abstract: The scope of this paper is to develop a new three-part wedge method to analyze translational failure when using an engineered berm to increase landfill space. The possible failure face may pass over the back slope of the ...
Effect of Apparent Cohesion on Translational Failure Analyses of Landfills
Publisher: American Society of Civil Engineers
Abstract: The scope of this paper is to develop a new analysis method introducing the effect of apparent cohesion of the waste and/or liner materials on the translational failure of landfills. The apparent cohesion of the liner ...
Bearing Capacity of Hydrated Geosynthetic Clay Liners
Publisher: American Society of Civil Engineers
Abstract: Concern has been expressed about the bearing capacity of hydrated
geosynthetic clay liners (CGLs), with respect to the possibility of thevarious products decreasing in thickness and thereby sacrificing their lowas-manufactured ...
Closure to “Bearing Capacity of Hydrated Geosynthetic Clay Liners” by Robert M. Koerner and Dhani Narejo
Publisher: American Society of Civil Engineers
Closure to “Design of Landfill Leachate‐Collection Filters” by George R. Koerner and Robert M. Koerner
Publisher: American Society of Civil Engineers