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Technical Paper by C.A. Finley and R.D. Holtz INVESTIGATION AND MODELING OF TWO COMPOSITE LANDFILL COVERS

C. A. Finley, +1 more
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TLDR
In this article, the performance of two municipal solid waste landfill final covers was investigated, with test pits exca- vated and soil and geotextile samples collected, and the results showed that the cover components were generally in good condition and performing their intended function in the field.
Abstract
The performance of two municipal solid waste landfill final covers was investigated. A field investigation of each landfill was performed, with test pits exca- vated and soil and geotextile samples collected. The investigation and analysis showed that the cover components were generally in good condition and performing their intended function in the field. Differential settlements that had occurred at both land- fills were modeled with a finite difference code. The model results were used to calcu- late geomembrane strains and relate them to surface settlement characteristics. Using this method, two areas of differential settlement at one of the landfills were evaluated, and the geomembrane strains were found to be well below yield strains. In addition, a general design method for composite landfill covers spanning voids was developed with the finite difference model.

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Citations
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Journal ArticleDOI

Deformation analysis of a geosynthetic material subjected to two adjacent voids

TL;DR: In this paper, a simplified form of interface friction generated between geosynthetic materials and soil is examined to facilitate the development of an analytical model, and the effectiveness of the model is discussed.
Journal ArticleDOI

Geomembrane tensions and strains resulting from differential settlement around rigid circular structures

TL;DR: In this article, a simplified model is presented that analyzes tensions and strains in a geomembrane. And an improved predictive model was developed based on the wrinkled membrane theory.
Book ChapterDOI

Analyses of Geomembrane Around Circular Structures

TL;DR: In this article, a simplified model is presented to analyze its tensions and strains subjected to a differential settlement based on the conventional membrane theory, and an improved analysis model was given based on wrinkled membrane theory by introducing the concept of variable Poisson's ratio.
References
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Book

Foundation analysis and design

TL;DR: In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.
Journal ArticleDOI

Design of soil layer-geosynthetic systems overlying voids

TL;DR: In this article, the authors present equations, tables, and charts to design soil layer-geosynthetic systems to span voids such as tension cracks, sinkholes, dissolution cavities, and depressions in foundation soils due to differential settlements or localized subsidence.

Geotextile engineering manual

TL;DR: In this article, the effectiveness of using geotextiles for each application is reviewed, particularly with respect to performance and cost when compared to alternate systems, and test methods for determining engineering properties of geotetex materials; development of construction specifications; determination of fabric suitability and feasibility as cost effective alternative designs for specific applications; and construction procedures and details.