Tensile Failure Mechanism of Antiseepage System for Slope with Solid Waste Underground Landfill
The antiseepage membrane applied to the slope of solid waste landfill often shows tensile failure in projects, which results in ineffective antiseepage system and serious environmental pollution. In order to ensure the practical performance of the antiseepage membrane, the tensile force of it was st...
Saved in:
Main Authors: | Liu Fei, Zhongxi Jiang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/9784185 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Investigating Stability Problems in Solid Waste Landfills
by: Gökçe Buse Güner Karaca, et al.
Published: (2025-01-01) -
Failure Mechanism of Anti-Inclined Karst Slope Induced by Underground Multiseam Mining
by: Nanyun Wang, et al.
Published: (2022-01-01) -
The Florida Handbook of Solid and Hazardous Waste Regulation: Underground Storage Tanks
by: Michael T. Olexa, et al.
Published: (2023-03-01) -
Florida Solid and Hazardous Waste Regulation Handbook: Underground Storage Tanks (UST)
by: Michael T. Olexa, et al.
Published: (2004-01-01) -
Florida Solid and Hazardous Waste Regulation Handbook: Underground Storage Tanks (UST)
by: Michael T. Olexa, et al.
Published: (2004-01-01)