Stability analysis on geomembrane anchorage design in bioreactor landfill

Author

Gang, Qiu ; Li, Liang ; Hongjun, Sun

Author_Institution

Coll. of Resources Civil Eng., Northeastern Univ., Shenyang, China

fYear

2011

fDate

22-24 April 2011

Firstpage

6182

Lastpage

6184

Abstract

Stretch mechanical model of geomembrane under different forms and the corresponding stability formula were established on the stability analysis of different anchorage forms of geomembrane to prevent tension failure of geomembrane anchor in municipal solid waste landfill. The destruction was verified by geomembrane anchorage rate. Various influence factors of geomembrane anchorage rate and some control measures by preventing tension failure of geomembrane anchorage were simultaneously analyzed. It provides the necessary theoretical basis for the anchorage design of geomembrane in landfill.

Keywords

bioreactors; design engineering; geotechnical engineering; mechanical stability; membranes; waste disposal; bioreactor landfill; geomembrane anchorage design; municipal solid waste landfill; stability analysis; stretch mechanical model; Analytical models; Civil engineering; Educational institutions; Rocks; Soil; Solids; Stability analysis; anchorage design; anchorage rat; geomembrane; municipal solid waste landfill; stability analysis;

fLanguage

English

Publisher

ieee

Conference_Titel

Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on

Conference_Location

Lushan

Print_ISBN

978-1-4577-0289-1

Type

conf

DOI

10.1109/ICETCE.2011.5775962

Filename

5775962