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Vacuum Consolidation Dewatering Acceleration Method for Dredged Soil Dumping Site Using Hollow Board Drain with Nonwoven Fabric

机译：空心板排水与无纺布疏ged排土场的真空固结脱水加速方法

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摘要

It is possible to reduce the cost of installation and installation by simplifying the facility process without being concerned with the site conditions of the shallow seaside and the characteristics of the region, and the weight of heavy weights (6) in the dredged dumping site (1). The circular flexible corrugated pipe (7), which is a filtration corrugated pipe formed by hanging, is installed by horizontal drainage method, and then the dredged soil is embedded to form a dredged soil (8), and the dredged soil (8) has its own sealing property. (8) It is possible to enhance the dehydration promotion effect by vacuum consolidation dehydration without the occurrence of shear failure phenomenon.

机译：通过简化设施过程而无需考虑浅海的现场条件和该地区的特征以及疏dump的倾卸场址（1）的重物（6）的重量，可以降低安装和安装的成本。）。圆形挠性波纹管（7）是通过悬挂方式形成的悬挂式过滤波纹管，通过水平排水法进行安装，然后将疏通的土壤埋入以形成疏通的土壤（8），疏通的土壤（8）具有本身的密封性能。（8）可以通过真空固结脱水来增强脱水促进效果而不会发生剪切破坏现象。

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公开/公告号KR19980064940A

专利类型
公开/公告日1998-10-07

原文格式PDF
申请/专利权人 임철웅;
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申请/专利号KR19980021031
发明设计人 임철웅;
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申请日1998-06-08
分类号E02B3/18;
国家 KR
入库时间 2022-08-22 02:47:46

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