Engineering geological aspects of replacing a solid waste disposal site with a sanitary landfill

被引:9
|
作者
Kayabali, K
机构
[1] Dept of Geological Engineering, Univ of Ankara, Ankara 06100, Turkey
关键词
Clay - Drainage - Embankments - Engineering geology - Mechanical permeability;
D O I
10.1016/S0013-7952(96)00071-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The current solid waste disposal site in the Mamak district of Ankara is being engulfed by the growing city. All varieties of solid wastes, including medical wastes, are stored at the present site in an irregular manner. Topographical and geological conditions at Mamak waste site are favorable for constructing a sanitary landfill. Located at the edge of a topographical depression, the site is underlain by the natural hydraulic barriers such as clay and metagreywacke. The terrestrial clay has a permeability of 10(-7) to 10(-8) cm/s and low to moderate values of CEC. The proposed sanitary landfill to replace the present solid waste site has a capacity of storing solid waste over 50 years. The details of base liner, final cover, toe embankment, and drainage of leachate and gas are presented in the paper.
引用
收藏
页码:203 / 212
页数:10
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