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西湖疏浚淤泥的固化试验 被引量:18

Stabilization of dredged silt from West Lake
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摘要 采用工业废料、水泥及添加剂对西湖疏浚淤泥进行固化.结果表明,淤泥固化土的强度能够达到公路基层填料的要求,但是淤泥的含水量对固化效果的影响很大,若将含水量降至100%以下,淤泥固化土的强度随固化材料掺入比和龄期的提高均有较大的增长,可获得理想的固化效果;钢渣和粉煤灰两种工业废料中,钢渣对淤泥固化土强度的提高幅度显著高于粉煤灰,当钢渣掺入比大于30%时,淤泥固化土Ⅰ和Ⅱ分别可作为公路基层和底基层的填料,但掺粉煤灰的淤泥固化土不能满足公路基层填料的强度要求;掺入少量的QL-1添加剂能显著提高淤泥固化土的强度,从成本和效果综合考虑,QL-1添加剂的掺入比不宜超过1.5‰;水泥掺入比大于10%才能有效地固化西湖淤泥;经估算,采用淤泥固化土作为公路基层填料与级配粒料造价相当,但其环保和社会效益却无法比拟. Industrial residues, cement and additive were used to stabilize dredged silt from West Lake. Results showed that the stabilized-silt can be used as roadbase filling. Water content is one of the key parameters for the silt stabilization. When water content is below 100%, the strength of the stabilized-sih improves dramatically with the increase of stabilizer mixing ratio and age. Steel slag is much more effective than flying ash in improving the strength of stabilized-silt. When the steel slag mixing ratio is above 30%, stabilized-sih Ⅰ can be used as roadbase filling, stabilized-sih Ⅱ can be used as subbase filling, yet the stabilized-silt with flying ash can't. A small quantity of QL - 1 additive can dramatically improve the strength of stabilized-silts, when the economic mixing ratio is less than 1.5‰. The cement mixing ratio should be above 10% to stabilize the dredged silts. It is estimated that when using in roadbase construction, stabilized-sih costs almost the same as graded aggregate, yet the former has much more environmental and social values.
出处 《江苏大学学报(自然科学版)》 EI CAS 北大核心 2007年第5期442-445,共4页 Journal of Jiangsu University:Natural Science Edition
基金 国家自然科学基金资助项目(50678158)
关键词 疏浚淤泥 固化 路基 无侧限抗压强度试验 西湖 dredged silt stabilization roadbase unconfined compression test West Lake
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  • 1黄新,周国钧.工业废石膏在地基加固中的应用[J].工业建筑,1994,24(9):24-28. 被引量:18
  • 2黄新,周国钧.水泥加固土硬化机理初探[J].岩土工程学报,1994,16(1):62-68. 被引量:151
  • 3熊田恭一.土壤有机质化学[M].科学出版社,1984..
  • 4Koeing A,Kay J N,Wan I M.Physical properties of dewatered wastewater sludge for landfilling [J].Water Science and Technology,1996,3/4(3):533-540.
  • 5Chu J,Lim T T,Goi M H.Potential use of stabilized sewage sludge for land reclamation[J].Journal of the Institution of Engineers,2002,42 (6):36-42.
  • 6Lim Sungjin,Jeonb Wangi,Leec Jaebok,et al.Engineering properties of water/wastewater-treatment sludge modified by hydrated lime,fly ash and loess[J].Water Research,2002,36(17):4177-4184.
  • 7Mandelbrot B B.The Fractal Geometry of Nature[M].San Francisco:Freeman,1983.
  • 8Moore C A,Donaldson C F.Quantifying soil microstructure using fractals[J].Geotechnique,1995,45(1):105-116.
  • 9Oriakhi C. Nano sandwiches[J] .Chem Br, 1998, 34:59 - 62.
  • 10Philippe Dubois, Michael Alexandre. Polymer-Layered Silicate Nanocomposites: Preparation, Properties and Uses of a New Class of Materials[J ]. Materials Science and Engineering,2000,28 : 1 - 63.

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