Back-Analyses of Landfill Instability Induced by High Water Level: Case Study of Shenzhen Landfill

International Journal of Environmental Research and Public Health
Ren PengYangping Yao

Abstract

In June 2008, the Shenzhen landfill slope failed. This case is used as an example to study the deformation characteristics and failure mode of a slope induced by high water levels. An integrated monitoring system, including water level gauges, electronic total stations, and inclinometers, was used to monitor the slope failure process. The field measurements suggest that the landfill landslide was caused by a deep slip along the weak interface of the composite liner system at the base of the landfill. The high water level is considered to be the main factor that caused this failure. To calculate the relative interface shear displacements in the geosynthetic multilayer liner system, a series of numerical direct shear tests were carried out. Based on the numerical results, the composite lining system simplified and the centrifuge modeling technique was used to quantitatively evaluate the effect of water levels on landfill instability.

Citations

Feb 15, 2018·International Journal of Environmental Research and Public Health·Yili LiuJianguo Liu
Apr 3, 2020·International Journal of Environmental Research and Public Health·Yili Liu, Jianguo Liu
Aug 23, 2020·International Journal of Environmental Research and Public Health·Zongxing ZouYi Yuan
Aug 21, 2019·Marine Pollution Bulletin·James H Brand, Kate L Spencer

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Software Mentioned

FLAC
FLAC ( Fast Lagrangian Analysis of Continua

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