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Inner waste dump structure and treatment method thereof
The invention discloses an inner refuse dump structure and a treatment method thereof, and belongs to the technical field of strip mine area environment treatment. The inner dumping site structure comprises a stratum, and the stratum is provided with a bearing face. The backfill layer covers the ground layer, the backfill layer is provided with a slip surface, the slip surface is in contact with the bearing surface, the backfill layer contains water, the backfill layer comprises a first backfill part and a second backfill part, the first backfill part and the second backfill part are arranged in a spaced mode, and the first backfill part and the second backfill part are in contact with each other. And a pressure relief groove is formed between the first backfilling part and the second backfilling part and is used for collecting the water so as to relieve the pressure of the backfilling layer. According to the scheme, the problem that the internal drainage capacity of an existing internal dumping site structure is poor can be solved.
本申请公开一种内排土场结构及其治理方法,属于露天矿区环境治理技术领域。该内排土场结构包括地层,所述地层设有承重面;回填层,所述回填层覆盖所述地层,所述回填层具有滑移面,所述滑移面与所述承重面接触,所述回填层含有水分,所述回填层包括第一回填部和第二回填部,所述第一回填部与所述第二回填部间隔设置,所述第一回填部与所述第二回填部之间具有泄压沟,所述泄压沟用于汇集所述水分,以使所述回填层泄压。该方案能够解决目前内排土场结构的内部排水能力较差的问题。
Inner waste dump structure and treatment method thereof
The invention discloses an inner refuse dump structure and a treatment method thereof, and belongs to the technical field of strip mine area environment treatment. The inner dumping site structure comprises a stratum, and the stratum is provided with a bearing face. The backfill layer covers the ground layer, the backfill layer is provided with a slip surface, the slip surface is in contact with the bearing surface, the backfill layer contains water, the backfill layer comprises a first backfill part and a second backfill part, the first backfill part and the second backfill part are arranged in a spaced mode, and the first backfill part and the second backfill part are in contact with each other. And a pressure relief groove is formed between the first backfilling part and the second backfilling part and is used for collecting the water so as to relieve the pressure of the backfilling layer. According to the scheme, the problem that the internal drainage capacity of an existing internal dumping site structure is poor can be solved.
本申请公开一种内排土场结构及其治理方法,属于露天矿区环境治理技术领域。该内排土场结构包括地层,所述地层设有承重面;回填层,所述回填层覆盖所述地层,所述回填层具有滑移面,所述滑移面与所述承重面接触,所述回填层含有水分,所述回填层包括第一回填部和第二回填部,所述第一回填部与所述第二回填部间隔设置,所述第一回填部与所述第二回填部之间具有泄压沟,所述泄压沟用于汇集所述水分,以使所述回填层泄压。该方案能够解决目前内排土场结构的内部排水能力较差的问题。
Inner waste dump structure and treatment method thereof
内排土场结构及其治理方法
LIU XIANBIAO (Autor:in) / XU YANBING (Autor:in) / GAO JINMING (Autor:in) / LYU MINGGANG (Autor:in) / HONG JINLONG (Autor:in) / ZHANG HONGPENG (Autor:in) / HU MENGSHAN (Autor:in) / LIU ZHENQIU (Autor:in)
18.03.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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