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Dynamic Stability Analysis Of Landfill Slope In Dushanbe, Tajikistan
Abstract The dynamic analysis of the landfill slope was carried out on a typical landfill in Tajikistan. The site investigation consists of sampling from boreholes, geotechnical laboratory tests and geophysical tests in field. Based on the results of the site investigation, dynamic analysis of the selected landfill in Tajikistan was carried out with the finitedifference programme FLAC3D and GEOSLOPE. Features, advantages and disadvantages of these programmes are discussed and the results of the response analysis of the selected landfill, subjected to an earthquake with a peak ground acceleration of 0.5g, are presented in this paper. The results of the analysis showed that the slope instabilities will occur approximately after 12 seconds of shaking.
Dynamic Stability Analysis Of Landfill Slope In Dushanbe, Tajikistan
Abstract The dynamic analysis of the landfill slope was carried out on a typical landfill in Tajikistan. The site investigation consists of sampling from boreholes, geotechnical laboratory tests and geophysical tests in field. Based on the results of the site investigation, dynamic analysis of the selected landfill in Tajikistan was carried out with the finitedifference programme FLAC3D and GEOSLOPE. Features, advantages and disadvantages of these programmes are discussed and the results of the response analysis of the selected landfill, subjected to an earthquake with a peak ground acceleration of 0.5g, are presented in this paper. The results of the analysis showed that the slope instabilities will occur approximately after 12 seconds of shaking.
Dynamic Stability Analysis Of Landfill Slope In Dushanbe, Tajikistan
Wang, Xue-Tao (author) / Berhe, Tensay G. (author) / Webb, Stephen (author) / Wu, Wei (author)
Advances in Environmental Geotechnics ; 420-425
2010-01-01
6 pages
Article/Chapter (Book)
Electronic Resource
English
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