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Geotechnical treatment method of landfill and industrial wastes landfill and soil solidification composition of the ground

机译:垃圾填埋场及工业废弃物的岩土处理方法及地面的土壤固化成分

摘要

When landfill of household garbage and various industrial wastes is landfilled in the ground of the landfill without any construction work, the leachate generated from the household garbage and industrial wastes will destroy the environment by burning the landfill trough and its ground water.;As a means to overcome such environmental destruction, the soil is solidified, and the soil composition is applied to the first, second and third layers of the landfill in this order to solidify and cure.;The solidification curing thickness of the filler is preferably 0.6-1.0 m.;The third layer is constructed with a 5% slope, and at the same time, a plurality of leachate inflow passages having a semicircular cross section are disposed on the third layer, so that a semicircular groove formed by flooding is formed.;The soil solidifying composition used is 25 wt% zeolite, 60 wt% local soil, 2-5 wt% coconut oil treated lime, 10-15 wt% cement, 1-2 wt% transparent waterproofing solution, 1-2 wt% % Of calcium chloride, 0.03-0.20wt% of calcium chloride, 0.03-0.20wt% of magnesium chloride, 0.03-0.20wt% of sodium chloride, 0.0002-50wt% of sodium chloride, 0.01% by weight of silicate, 0.001-0.01% by weight of silicate, and 0.001-0.02% by weight of sodium sulfate.;The first layer obtained by this construction method had a coefficient of permeability of 10-7Cm / sec, a compressive strength of 15 kg / cm 2 and a second layer having a coefficient of permeability of 10-7Cm / sec compressive strength of 10 kg / cm 2, and the third layer has a coefficient of permeability of 10-10Cm / sec or more, and the leachate is completely waterproofed.
机译:当将生活垃圾和各种工业垃圾的垃圾填埋场填埋而没有任何建筑工作时,生活垃圾和工业垃圾产生的渗滤液会通过焚烧垃圾槽及其地下水而破坏环境。为了克服这种环境破坏,将土壤固化,然后将土壤组合物施加到垃圾填埋场的第一,第二和第三层以固化和固化。填料的固化固化厚度优选为0.6-1.0 m第三层以5%的斜率构造,同时,在第三层上设置多个具有半圆形横截面的渗滤液流入通道,​​从而形成由注水形成的半圆形凹槽。所用的土壤固化组合物是25 wt%的沸石,60 wt%的局部土壤,2-5 wt%的椰子油处理过的石灰,10-15 wt%的水泥,1-2 wt%的透明防水溶液,1-2 wt%的钙氯化钙,0.03-0.20wt%的氯化钙,0.03-0.20wt%的氯化镁,0.03-0.20wt%的氯化钠,0.0002-50wt%的氯化钠,0.01重量%的硅酸盐,0.001-0.01%重量的硅酸盐和重量百分比为0.001-0.02%的硫酸钠。通过这种构造方法获得的第一层的渗透系数为10 -7 Cm / sec,抗压强度为15 kg / cm <2>,第二层的渗透系数为10 -7 Cm / sec,抗压强度为10 kg / cm 2,第三层的渗透系数为10 -10 Cm / sec或更高,渗滤液完全防水。

著录项

  • 公开/公告号KR950005952A

    专利类型

  • 公开/公告日1995-03-20

    原文格式PDF

  • 申请/专利权人 왕재성;

    申请/专利号KR19930016484

  • 发明设计人 왕재성;

    申请日1993-08-24

  • 分类号C09K17/00;

  • 国家 KR

  • 入库时间 2022-08-22 04:11:45

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