基于固废的新型固化剂及其固化土无侧限抗压强度试验

    STUDY ON NEW SOLIDIFYING AGENT THROUGH SOLID WASTE AND THE UNCONFINED COMPRESSIVE STRENGTH OF ITS SOLIDIFIED SOIL

    • 摘要: 以低品位硅藻土和磷石膏、电石渣等固体废弃物为原材料,研制一种适合于地铁盾构尾泥改良的新型固化剂材料,解决固体废弃物和盾构尾泥资源化利用的问题,实现以废治废的目的。探讨不同改性方法对低品位硅藻土火山灰活性的影响规律;通过混料试验研究固化剂最优配比,开展新型固化剂改良固化土和二灰土的无侧限抗压强度对比试验,并利用扫描电镜试验(SEM)探究固化土的微观固化机理。试验结果表明,机械粉磨15 min、500 ℃热活化2 h后,硅藻土火山灰活性相对最佳;新型固化剂的最优配比为改性硅藻土︰磷石膏︰电石渣=0.39 ︰ 0.23 ︰ 0.38;新型固化剂改良的固化土28 d无侧限抗压强度可达7.31 MPa,约为二灰土的2.7倍;固化土的最终强度由土颗粒和Ca(OH)2晶体、水化硅酸钙(C-S-H)、钙矾石(AFt)等火山灰反应生成物相互交织联结而形成,其结构随着养护龄期增加逐渐致密稳定。

       

      Abstract: One new curing agent,which uses low-grade diatomite,phosphogypsum,carbide slag as raw materials,used for shield slurry treatment was developed. It can solve the resource utilization of solid wastes and shield slurry in the same time. The difference modification methods affect on the pozzolanic activity of low-grade diatomite was analyzed. The optimal ratio of curing agent was obtained through mixture experiments. The unconfined compressive strength tests and scanning electron microscope(SEM)tests on both new solidified soil and lime-flyash solidified soil were carried out. The microscopic mechanism of the solidified soil was breif discussed. The results show that the best of pozzolanic activity of diatomite is under 15 mins mechanical grinding and 2 hours thermal activation with 500 degrees. The optimal ratio of the new curing agent is modified diatomite: phosphogypsum: carbide slag=0.39:0.23:0.38. The 28 days strength of the new solidified soil is about 7.31 MPa,which is nearly about 2.7 times of that of lime-flyash solidified soils. The strength of the solidified soil was formed by the interweaving of soil particles and pozzolanic reaction products,such as Ca(OH)2 crystals,calcium silicate hydrate(C-S-H),ettringite(AFt),et al.,and its structure gradually became dense and stable with the increase of the curing age.

       

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