DYNAMIC STABILITY ANALYSIS OF LANDFILL SLOPE IN DUSHANBE, TAJIKISTAN
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 finite-difference 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.
Stability analysis landfill dynamic analysis strong ground motion
Xue-Tao WANG Tensay G.BERHE Stephen WEBB Wei WU
Institute of Geotechnical Engineering, Universitaet fuer Bodenkultur Wien, Austria
国际会议
International Symposium on Geoenvironmental Engineering(国际环境岩土工程研讨会
杭州
英文
420-425
2009-09-08（万方平台首次上网日期，不代表论文的发表时间）