| 垃圾卫生填埋场防渗层改性实验研究 |
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| 引用本文： | 师晓春. 垃圾卫生填埋场防渗层改性实验研究[J]. 环境卫生工程, 2006, 14(4): 18-20 |
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| 作者姓名： | 师晓春 |
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| 作者单位： | 辽宁省环境科学研究院,辽宁,沈阳,110031 |
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| 摘 要： | 采用膨润土作为填料对垃圾卫生填埋场基底黏土层进行改性,介绍了实验设备及实验过程,根据实验结果确定最佳条件:膨润土掺合比例10%,含水率17%,膨润土粒度≤0.5 mm,并对其稳定性进行了检测.
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| 关 键 词： | 垃圾卫生填埋场 膨润土 防渗层 压实干密度 |
| 文章编号： | 1005-8206（2006）04-0018-03 |
| 收稿时间： | 2006-05-10 |
| 修稿时间： | 2006-05-10 |
Study on Modification of Impermeable Layer of Sanitary Landfill Site |
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| Shi Xiaochun. Study on Modification of Impermeable Layer of Sanitary Landfill Site[J]. Environmental Sanitation Engineering, 2006, 14(4): 18-20 |
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| Authors: | Shi Xiaochun |
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| Affiliation: | Liaoning Environmental Science Research Institute, Liaoning Shenyang 110031 |
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| Abstract: | Base clay layer of sanitary landfill site was modified using bentonite as filling, experiment facilities and process were introduced, according to test result, optimum conditions were determined: bontonite is 10%, water content is 17%, particle size of bontonite is not more than 0.5 mm. Stability of modified impermeable layer was measured. |
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| Keywords: | Waste sanitary landfill site Bontonite Impermeable layer Compacted dry density |
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