|本期目录/Table of Contents|

[1]桂跃,王其合,张庆.工业废料固化高含水率疏浚淤泥强度特性分析[J].武汉工程大学学报,2012,(1):36-42.
 GUI Yue,WANG Qi-he,ZHANG Qing.Analysis on strength characteristics of stabilized high watercontent dredged sludge with industrial wastes[J].Journal of Wuhan Institute of Technology,2012,(1):36-42.
点击复制


工业废料固化高含水率疏浚淤泥强度特性分析
(/HTML)
分享到:

《武汉工程大学学报》[ISSN:1674-2869/CN:42-1779/TQ]

卷:
期数:
2012年1期
页码:
36-42
栏目:
资源与土木工程
出版日期:
2012-02-28

文章信息/Info

Title:
Analysis on strength characteristics of stabilized high water
content dredged sludge with industrial wastes
文章编号:
16742869(2012)1003607
作者:
桂跃1王其合2张庆1
1.昆明理工大学建工学院土木系,云南 昆明 650051;2. 上海铁路设计院集团有限公司,上海 200120
Author(s):
GUI Yue1 WANG Qi-he2 ZHANG Qing1

1.College of Civil Engineering, Kunming University of Science and Technology, Kunming 650051,China; 2.China Railway Shanghai Design Institute Group CO., LTD., Shanghai 200120,China)

 

关键词:
疏浚淤泥固化工业废料无侧限抗压强度强度增长率
Keywords:
dredged sludge stabilization industrial wastes unconfined compressive strength strength growth rate
分类号:
TU447
DOI:
-
文献标志码:
AAdoi:10.3969/j.issn.16742869.2012.1.008
摘要:
疏浚淤泥因含水率高而难以直接利用,将其固化成填土材料是一种有效的处理方法.本文通过试验对比分析了3种常见工业废料:粉煤灰、矿渣、磷石膏作为主要固化剂、添加少量生石灰或水泥做反应诱发剂组成的6类复合固化剂固化处理高含水率疏浚淤泥的效果.结果表明:复合固化剂固化疏浚淤泥可以获得较高的无侧限抗压强度;3种工业废料中,磷石膏复合固化剂的固化效果最理想;水泥和工业废料组成的水泥基复合固化剂效果优于石灰基复合固化剂.通过引入强度增长率概念,发现固化淤泥的无侧限抗压强度增长率和复合固化剂中工业废料掺灰比呈线性关系.基于此规律,本文还给出了含工业废料固化高含水率疏浚淤泥早期强度的预测公式.
Abstract:
The stabilization is one of the options used to convert the high water content dredged sludge (DS) into drying filling materials in engineering. The paper presents an experimental study on the characteristics of stabilized high water content DS with three types of industrial wastes as the main stabilizers, including phosphogypsum, fly ash and slag. The experimental results show that the stabilized DS can obtain relative high early unconfined compressive strength. The phosphogypsum as main stabilizer achieves the most desirable effects. The cement\|industrial wastes stabilizers are better than the lime\|industrial wastes stabilizers. The unconfined compressive strength growth rate is linearly correlated with the percentage of industrial wastes in stabilizers. Finally, a prediction expression of unconfined compressive strength of stabilized high water content DS is given.

参考文献/References:

[1]周源,高玉峰,陶辉.疏浚淤泥中的拱架结构防淤堵机理[J].土木建筑与环境工程,2010,32(4):7-11.
[2]Zentar  R, Miraoui M, Abriak N E,et al. Natural dewatering of marine dredged sediments [J].Drying technology,2011, 29(14):1705-1713.
[3]Detzner H D, Schramm W, Doing U, et al. New technology of mechanical treatment of dredged material from Hamburg harbour[J].Water Science and Technology,1998,37(6-7):337-343.
[4]Frstner U, Calmano D  W. Characterisation of dredged materials [J].Water Science and Technology, 1998, 38(11):149-157.
[5]桂跃,高玉峰,张庆,等.疏浚淤泥生石灰-磷石膏材料化处理效果[J].浙江大学学报:工学版,2010,44(10): 1974-1978.
[6]丁建文,张帅,洪振舜,等.水泥-磷石膏双掺固化处理高含水率疏浚淤泥试验研究[J].岩土力学,2010,3(9):2817-2823.
[7]Dimitris D, Meng X G. Utilization of fly ash for stabilization/solidification of heavy metal contaminated soils [J].Engineering Geology, 2003, 70:377-394.
[8]Kamon M,Jeoung J, Inui T. Alkalinity control properties of the solidified/stabilized sludge by a low alkalinity additive [J].Soils and Foundations, 2005, 45(1):87-98.
[9]高玉峰,桂跃,黎兵,等.一种磷石膏—淤泥联合固化处理方法[P].中国,2009,ZL200910026859.9.
[10]张春雷,朱伟. 淤泥复合型固化材料实验研究[C]//第二届全国岩土与工程大会,武汉, 2006.
[11]朱伟,张春雷,高玉峰,等.海洋疏浚淤泥固化处理土基本力学性质研究[J].浙江大学学报:工学版,2005,39(10):1561-1566.
[12]Boutouil M, Levacher D. Effect of high initial water content on cement-based sludge solidification [J].Ground Improvement, 2005, 9(4):169-174.
[13]Mohanmed A Sakr, Mohamed A S, Yasser M M. Utilization of lime for stabilizing soft clay soil of high organic content [J]. Geotech Geol Eng, 2009, 27:105-113.
[14]张春雷,汪顺才,朱伟,等. 初始含水率对水泥固化淤泥效果的影响[J].岩土力学, 2008,29(S1):567-571.
[15]吴少鹏,沈卫国,周明凯,等.磷石膏粉煤灰石灰固结材料的研究[J].中国公路学报, 2001,14(S):13-15.
[16]查莆生,刘松玉,杜延军.石灰-粉煤灰改良膨胀土试验[J].东南大学学报:自然科学版,2007,37(2):339-345.
[17]Samaras Papadimitriou C A,Zouboulis A I. Investigation of sewage sludge stabilization potential by the additon of fly ash and lime [J]. Journal of Hazardous Materials, 2008,154, 1052-1059.
[18]Mccarthy  M J, Csetenyi L J, Sachdeva A, et al. Controlling swelling in lime-stabilised sulfate-bearing soils using fly ash [J].Ground engineering, 2011, 44(1): 29-33.
[19]袁军,郑敏,徐军,等.HG无机/有机复合土壤固结材料的应用研究[J].武汉工程大学学报,2010,32(1):23-26.

相似文献/References:

[1]桂跃,常文清,张庆.淤泥材料化土松散团聚体击实后基本性质[J].武汉工程大学学报,2012,(3):22.
 GUI Yue,CHANG Wen\|qing,ZHANG Qing.Properties of compacted lime\|stabilized dredged sludge[J].Journal of Wuhan Institute of Technology,2012,(1):22.
[2]吴枫琪,朱志刚*,袁 军,等.固化淤泥掺建筑垃圾制备免烧砖的研究[J].武汉工程大学学报,2023,45(03):337.[doi:10.19843/j.cnki.CN42-1779/TQ. 202210006]
 WU Fengqi,ZHU Zhigang*,YUAN Jun,et al.Preparation of Unfired Brick by Mixing Solidified Silt withConstruction Waste[J].Journal of Wuhan Institute of Technology,2023,45(1):337.[doi:10.19843/j.cnki.CN42-1779/TQ. 202210006]

备注/Memo

备注/Memo:
-
更新日期/Last Update: