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药剂真空预压法处理工程废浆试验

武亚军, 陆逸天, 牛坤, 孙德安

武亚军, 陆逸天, 牛坤, 孙德安. 药剂真空预压法处理工程废浆试验[J]. 岩土工程学报, 2016, 38(8): 1365-1373. DOI: 10.11779/CJGE201608002
引用本文: 武亚军, 陆逸天, 牛坤, 孙德安. 药剂真空预压法处理工程废浆试验[J]. 岩土工程学报, 2016, 38(8): 1365-1373. DOI: 10.11779/CJGE201608002
WU Ya-jun, LU Yi-tian, NIU Kun, SUN De-an. Experimental study on solid-liquid separation of construction waste slurry by additive agent-combined vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1365-1373. DOI: 10.11779/CJGE201608002
Citation: WU Ya-jun, LU Yi-tian, NIU Kun, SUN De-an. Experimental study on solid-liquid separation of construction waste slurry by additive agent-combined vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1365-1373. DOI: 10.11779/CJGE201608002

药剂真空预压法处理工程废浆试验  English Version

基金项目: 国家教育部高等学校博士学科点专项科研基金项目(20123108120029)
详细信息
    作者简介:

    武亚军(1973- ),男,博士,副教授,主要从事岩土工程中软地基处理、基坑边坡支护、地下建筑结构工程等方面的教学与科研工作。E-mail: wyjdldz@163.com。

Experimental study on solid-liquid separation of construction waste slurry by additive agent-combined vacuum preloading

  • 摘要: 将适合于处理大面积高含水率淤泥的真空预压法与用于污水处理的絮凝沉淀法相结合(即药剂真空预压法)应用于工程废浆的固液分离。针对上海某桩基施工现场产生的废弃泥浆采用4种不同的絮凝剂进行了沉降柱试验,并对各自的絮凝效果进行了对比。采用最佳絮凝效果时的絮凝剂和配比,进行了室内药剂真空预压模型试验,试验过程中对出水量和废浆浆面高度进行监测;试验前后进行了含水率、颗粒分布、压汞和扫描电镜试验。试验发现:①废浆含水率从絮凝前的163%,降低到絮凝后的96%,经过真空预压后再降低到37%;②加入絮凝剂后絮体中的黏粒含量减少、粉粒含量增多,即絮凝会使小颗粒长大;③处理后废浆的孔隙率明显下降,沿径向向内逐渐减小。研究表明药剂真空预压法技术可行、效果显著,值得大范围推广。
    Abstract: The vacuum preloading method dealing with soils with high moisture content in large area and the flocculation precipitation method used in sewage treatment are combined to achieve solid-liquid separation of construction waste slurry. A series of sedimentation column tests are performed on the waste slurry of a pile foundation project in Shanghai by using four different kinds of flocculants, and an optimum flocculant is obtained. Vacuum preloading model tests are carried out on the optimum flocculant and the slurry proportioning. During testing, the water yield and the height of slurry surface are monitored. Furthermore, the tests on moisture content, particle size distribution, mercury intrusion porosimetry and scanning electron microscopy are also carried out. It is found that: (1) After adding the flocculants, the moisture content of the waste slurry declines from 163% to 96%, and it is reduced to 37% by vacuum preloading. (2) After adding the flocculants, the clay content decreases, and the silt content increases. That is to say, flocculation will make small particles larger. (3) After the treatment, the porosity of waste slurry obviously decreases along the radial direction. The technology of solid-liquid separation by flocculants and vacuum preloading is feasible and effective, and is worthy to be used in engineering practice.
  • [1] 房 凯, 张忠苗, 刘兴旺, 等. 工程废弃泥浆污染及其防治措施研究[J]. 岩土工程学报, 2011, 33(增刊2): 238-241. (FANG Kai, ZHANG Zhong-miao, LIU Xing-wang, et al. Pollution of construction waste slurry and prevention measures[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S2): 238-241. (in Chinese))
    [2] WAKEMAN R J. Separation technologies for sludge dewatering[J]. Journal of Hazardous Materials, 2007, 144(3): 614-619.
    [3] 李 冲, 吕志刚, 陈洪龄, 等. 阴离子型聚丙烯酰胺在废弃桩基泥浆处理中的应用[J]. 环境科技, 2012, 25(1): 33-37. (LI Chong, LÜ Zhi-gang, CHENG Hong-ling, et al. Application of anionic polyacrylamide in treating waste slurry from pile foundation engineering[J]. Environmental Science and Technology, 2012, 25(1): 33-37. (in Chinese))
    [4] 杨春英, 徐 薇, 白晨光. 施工废弃泥浆絮凝脱水试验及机理分析[J]. 环境科技, 2013, 26(5): 15-17, 21. (YANG Chun- ying, XU Wei, BAI Chen-guang. The mud flocculation dehydration test and mechanism analysis[J]. Environmental Science and Technology, 2013, 26(5): 15-17, 21. (in Chinese))
    [5] ZHU Hong, SUN Hai-yun, WANG Fang-hui, et al. Preparation of chitosan-based flocculant for high density waste drilling mud solid-liquid separation[J]. Journal of Applied Polymer Science, 2012, 125(4): 2646-2651.
    [6] 张忠苗, 房 凯, 王智杰, 等. 泥浆零排放处理技术及分离土的工程特性研究[J].岩土工程学报, 2011, 33(9): 1456-1461. (ZHANG Zhong-miao, FANG Kai, WANG Zhi-jie, et al. Zero discharge treatment technology for slurry and engineering properties of separated soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1456-1461. (in Chinese))
    [7] 王 力, 孙伟明, 谢林君, 等. 卧螺离心机的灌注桩泥浆分离试验研究[J]. 轻工机械, 2013, 31(3): 20-22, 27. (WANG Li, SUN Wei-ming, XIE Lin-jun, et al. Study of separation test on pile mud by using decanter centrifuge[J]. Light Industry Machinery, 2013, 31(3): 20-22, 27. (in Chinese))
    [8] KINNARINEN T, HÄKKINEN A. Experimental Study on the influence of selected process variables on the separation of a fine particle suspension with a pilot scale decanter centrifuge[J]. Particulate Science and Technology: An International Journal, 2013, 31(6): 603-611.
    [9] YANG X Y, LIU W B, WANG J J, et al. The research on the mechanical properties of the same curing agent of different soil dredged mud[J]. Advanced Materials Research, 2013, 800:181-188.
    [10] 冯 源, 詹良通, 陈云敏. 城市污泥电渗脱水实验研究[J]. 环境科学学报, 2012, 32(5): 1081-1087. (FENG Yuan, ZHAN Liang-tong, CHEN Yun-min. Laboratory study on electroosmosis dewatering of sewage sludge[J]. Acta Scientiae Circumstantiae, 2012, 32(5): 1081-1087. (in Chinese))
    [11] LOGINOV M, CITEAU M, LEBOVK N a, et al. Electro-dewatering of drilling sludge with liming and electrode heating[J]. Separation and Purification Technology, 2013, 104(4): 89-99.
    [12] AKRAMA M, OLIVIER J, VAXELAIRE J, et al. Hoadley Electro-dewatering of wastewater sludge: Influence of the operating conditions and their interactions effects[J]. Water Research, 2011, 45(9): 2795-2810.
    [13] 王 军, 蔡袁强, 符洪涛, 等. 新型防淤堵真空预压法室内与现场试验研究[J]. 岩石力学与工程学报, 2014, 33(6): 1257-1268. (WANG Jun, CAI Yuan-qiang, FU Hong-tao, et al. Indoor and field experiment on vacuun preloding with new anti-clogging measures[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(6): 1257-1268. (in Chinese))
    [14] 周 源, 高玉峰, 陶 辉, 等. 透气真空快速泥水分离技术对淤泥水分的促排作用[J].岩石力学与工程学报, 2010, 29(增刊1): 3064-3070. (ZHOU Yuan, GAO Yu-feng, TAO Hui, et al. Drainage-promotion effect of aeration vacuum rapid mud-water separating technique on dredged sludge[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S1): 3064-3070. (in Chinese))
    [15] 邓东升, 洪振舜, 刘传俊, 等. 低浓度疏浚淤泥透气真空泥水分离模型试验研究[J].岩土工程学报, 2009, 31(2): 250-253. (DENG Dong-sheng, HONG Zhen-shun, LIU Chuan-jun, et al. Large-scale model tests on dewater of dredged clay by use of ventilating vacuum method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 250-253. (in Chinese))
    [16] 刘松玉, 韩文君, 章定文, 等. 劈裂真空法加固软土地基试验研究[J]. 岩土工程学报, 2012, 34(4): 591-599. (LIU Song-yu, HAN Wen-jun, ZHANG Ding-wen, et al. Field pilot tests on combined method of vacuum preloading and pneumatic fracturing for soft ground improvement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 591-599. (in Chinese))
    [17] JOHN D Quaranta, RAJESH Tolikonda. Design of non-woven geotextiles for coal refuse filtration[J]. Geotextiles and Geomembranes, 2011, 29(6): 557-566.
    [18] CRAIG H, BENSON I, EMRE Kucukkirca, et al. Properties of geosynthetics exhumed from a final cover at a solid waste landfill[J]. Geotextiles and Geomembranes, 2010, 28(6): 536-546.
    [19] 王晓敏, 王 亮, 李风婷, 等. 混凝剂对胶体电动电位的影响研究[J]. 工业安全与环保, 2006, 32(2): 7-9. (WANG Xiao-min, WANG Liang, LI Feng-ting, et al. Study on the changes of zeta potential of colliods by coagulations[J]. Industrial safety and Environmental Protection, 2006, 32(2): 7-9. (in Chinese))
    [20] PATRICK Johnson N, AMIRTHARAJAH A. Ferric chloride and alum as single and dual coagulants[J]. American Water Works Association, 1983, 75(5): 232-239.
    [21] DENTEL Steven K, GOSSETT James M. Mechanisms of coagulation with aluminum salts[J]. American Water Works Association, 1988, 80(4): 187-198.
    [22] 栾兆坤, 宇振东. 高分子絮凝剂的机理及其应用[J]. 环境污染治理技术与设备, 1981, 2(3): 50-53. (LUAN Zhao-kun, YU Zhen-Dong. Mechanism and application of polymer flocculents[J]. Techniques and Equipment for Environmental Pollution Control, 1981, 2(3): 50-53. (in Chinese))
    [23] 张先伟, 孔令伟, 郭爱国, 等. 基于SEM和MIP试验结构性黏土压缩过程中微观孔隙的变化规律[J]. 岩石力学与工程学报, 2012, 31(2): 406-412. (ZHANG Xian-wei, KONG Ling-wei, GUO Ai-guo, et al. Evolution of microscopic pore of structured clay in compression process based on sem and mip test[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2): 406-412. (in Chinese))
    [24] 唐朝生, 施 斌, 王宝军. 基于SEM土体微观结构研究中的影响因素分析[J].岩土工程学报, 2008, 30(4): 560-565. (TANG Chao-sheng, SHI Bing, WANG Bao-jun. Factors affecting analysis of soil microstructure using SEM[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 560-565. (in Chinese))
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出版历程
  • 收稿日期:  2015-06-27
  • 发布日期:  2016-08-24

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