| 山谷型安全填埋场实施粘土衬层的探讨 |
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| 引用本文： | 曾宪坤.山谷型安全填埋场实施粘土衬层的探讨[J].有色冶金设计与研究,2009,30(6):13-15,19. |
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| 作者姓名： | 曾宪坤 |
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| 作者单位： | 中国瑞林工程技术有限公司,江西南昌,330002 |
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| 摘 要： | 粘土防渗衬层是构成危险废物安全填埋场防渗系统的重点，要求其渗透系数≤1．0×10^-7cm／s，厚度不小于0．5m，对于山谷型安全填埋场来说实施起来具有一定的难度。本文主要从材料、设计、施工三大因素对安全填埋场实施粘土防渗衬层进行探讨。
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| 关 键 词： | 危险废物 安全填埋场 粘土衬层 |
A Discussion on Application of Clay Underlayer to Valey-Type Waste Landfill |
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| Authors: | ZENG Xian-kun |
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| Affiliation: | ZENG Xian-kun (China Nerin Engineering Co.,Ltd., Nanchang, Jiangxi 330002,China) |
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| Abstract: | Clay underlayer is the major component of the antiseepage system of a hazardous waste landfill its infiltration coefficient is required to be lower than or equal to 1.0×10^-7cm/s and its thickness not less than 0.5 m. This is difficult for a valley-type waste landfill to implement. This paper has a discussion on the application of clay underlayer to waste landfill from the aspects of material design and construction. |
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| Keywords: | hazardous waste waste landfill clay underlayer |
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