Please wait a minute...
J4  2010, Vol. 44 Issue (10): 1974-1978    DOI: 10.3785/j.issn.1008-973X.2010.10.022
    
Stabilized effectiveness of dredged sludge by quicklime and phosphogypsum
GUI Yue1,2, GAO Yufeng1,2, ZHANG Qing3, CHEN Guodong1,2, LI Zhenshan4
1.Geotechnical Research Institute, Hohai University, Nanjing 210098, China; 2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 3.Faculty of Architectural Engineering, Kunming University of Science and Technology, Kunming 650224, China; 4. Management Office of Embankment and Reservoir, Linyi 276000, China
Download:   PDF(0KB) HTML
Export: BibTeX | EndNote (RIS)      

Abstract  

The compound stabilized agent consisting of phosphogypsum and quicklime was utilized to stabilize the dredged sludge with different initial water content. The stabilized effect of phosphogypsum as the stabilization additive was analyzed, as well as the feasibility of phosphogypsum to be partial substitution of the quicklime. Experimental results show that phosphogypsum can dramatically increase the early strength of stabilized sludge equivalent to the incremental of drier. The unconfined compressive strength increasing rate of limephosphogypsumstabilized sludge is higher than that of the limestabilized sludge with the increasing curing period. The permeability of limephosphogypsumsolidified sludge is similar to the limesolidified sludge’s in early stage, and it decreases with the increasing curing period.



Published: 01 October 2010
CLC:  TU 411  
  TU 472.5  
Cite this article:

GUI Ti, GAO Yu-Feng, ZHANG Qiang, Chen-Guo-Dong, LI Zhen-Shan. Stabilized effectiveness of dredged sludge by quicklime and phosphogypsum. J4, 2010, 44(10): 1974-1978.

URL:

http://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2010.10.022     OR     http://www.zjujournals.com/eng/Y2010/V44/I10/1974


疏浚淤泥生石灰-磷石膏材料化处理效果

利用生石灰和工业废料磷石膏组成复合材料化剂,对不同初始含水率的疏浚淤泥进行材料化处理,使其成为工程填土材料,研究磷石膏作为材料化剂辅助添加剂的效果及磷石膏部分替代生石灰的可行性.试验结果表明:磷石膏的加入,短期内相当于增加干料,可以提高材料化土的早期强度;随着龄期的增加,添加磷石膏的材料化土无侧限抗压强度增加率较单掺生石灰的材料化土有大幅提高;短期之内,生石灰磷石膏材料化土的渗透性与单掺生石灰的淤泥材料化土的渗透性相比变化不大,随着龄期增大,生石灰磷石膏复合材料化土的渗透性较单掺生石灰材料化土有所下降.

[1] HEINZ D D, WOLFANG S, ULRICH D, et al. New technology of mechanical treatment of dredged material from Hamburg harbour [J]. Water Science and Technology, 1998, 37 (6/7): 337-343.

[2] FORSTNE U, CALMANO W. Characterization of dredged materials [J].Water Science and Technology, 1998, 38(11): 149-157.

[3] FYTILI D, ZABANIOTOU A. Utilization of sewage sludge in EU application of old and new methods: a review [J]. Renewable and Sustainable Energy Reviews, 2008, 12(1): 116-140.

[4] 张超,杨春和,余克井,等.磷石膏物理力学特性初探[J].岩土力学,2007,28(3): 461-470.

ZHANG Chao, YANG Chunhe, YU Kejing, et al. Study on physicomechanical characteristics of phosphogypsum [J].Rock and Soil Mechanics, 2007, 28(3): 461-470.

[5] OKUCU A, DEGIRMENCI N, TURABI A. Application of phosphogypsum in soil stabilization [J]. Building and Environment, 2007, 42(9): 3393-3398.

[6] SINGH M. Treating waste phosphogypsum for cement and plaster manufacture [J]. Cement and Concrete Research, 2002, 32(7): 1033-1038.

[7] 张铁军,丁建文,邓东升,等.生石灰处理高含水率疏浚淤泥的含水率变化规律研究[J].岩土力学,2009, 30(9): 2775-2780.

ZHANG Tiejun, DING Jianwen, DENG Dongsheng, et al. Change law of water content of dredged clays treated by quick lime [J]. Rock and Soil Mechanics, 2009, 30(9): 2775-2780.

[8] 桂跃,高玉峰,宋文智,等.高含水率疏浚淤泥生石灰材料化土闷料期内强度变化规律[J].河海大学学报,2010,38(2): 185-192.

GUI Yue, GAO Yufeng, SONG Wenzhi, et al. Strength variation rules of filling soil improved from highwatercontent dredged sludge with quicklime during delay time [J]. Journal of Hohai University, 2010, 38 (2): 185-192.

[9] 桂跃.高含水率疏浚淤泥材料化处理及其击实方法研究[D].南京:河海大学,2010: 20-55.

GUI Yue. Study on disposing the highwatercontent waste dredged sludge and the compaction method of the lime treated sludge soil [D]. Nanjing: Hohai University, 2010: 20-55.

[10] 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(增1): 13-17.

WU Shaopeng, SHEN Weiguo, ZHOU Mingkai, et al. Study of phosphogypsumfly ashlime solidified material [J]. China Journal of Highway and Transport, 2001, 14(Suppl.1): 13-17.

[1] LIU Chang-dian, SUN Hong-yue, KANG Jian-wei, Du Li-li. Experimental investigation of seepage barrier effect by air-inflation in soil[J]. J4, 2014, 48(2): 236-241.
[2] KE Han,WANG Wen-fang, WEI Chang-chun, CHEN Yun-min, ZHAN Liang-tong. Experimental study on saturated hydraulic conductivity of MSW under different conditions[J]. J4, 2013, 47(7): 1164-1170.
[3] YU Zhao-sheng, WANG Yu, SHAO Xue-ming,WU Teng-hu. Numerical studies on effects of neutrally buoyant large particles
on turbulent channel flow
[J]. J4, 2013, 47(1): 109-115.
[4] WANG Lin-tao, GONG Guo-fang, SHI Hu, LIU Huai-yin. Ground surface deformation control based on chamber
pressure direct feedback
[J]. J4, 2012, 46(7): 1182-1188.
[5] LIU Yong-li, SUN Hong-yue, YU Yang, ZHAN Wei,SHANG Yue-quan. Determining landslide thrust on anti-sliding pile by
BOTDR monitoring technology
[J]. J4, 2012, 46(5): 798-803.
[6] LIN Wei, LOU Wen-juan, SHENTU Tuan-bing, HUANG Ming-feng. Peak factor of non-Gaussian pressure process on complex
super-tall building
[J]. J4, 2012, 46(4): 691-697.
[7] LIU Yong-li, SUN Hong-yue, YU Yang, ZHAN Wei, SHANG Yue-quan. BOTDR monitoring analysis of anti-sliding pile internal force[J]. J4, 2012, 46(2): 243-249.
[8] XU Ri-qing, ZHANG Jun, ZHU Jian-feng, WANG Xing-chen. Modified Duncan-Chang model considering disturbance[J]. J4, 2012, 46(1): 1-7.
[9] ZHOU Jian, ZHENG Hong-bin, WEN Xiao-gui, GUAN Lin-bo, DENG Yi-liang. Deformation of intact soft clay under principal stress rotation
with effect of intermediate principal stress
[J]. J4, 2011, 45(12): 2134-2141.
[10] XUE Wen, JIN Wei-liang, YOKOTA Hiroshi. Chloride penetrating under co-effects of initial curing and
exposure conditions
[J]. J4, 2011, 45(8): 1416-1422.
[11] CHEN Gui-feng, MA Xiao-wei, WU Jian-hai, MA Qiao-yun, XUE Jing-jing, HAO Qiu-yan. Effect of rapid thermal process on oxygen precipitates behavior in
silicon irradiated by high energy particles
[J]. J4, 2011, 45(5): 928-933.
[12] CHEN Guo-hong, XIE Kang-he, CHENG Yong-feng, XU Yan. Analytical solution for consolidation of sand-drained ground considering
variation of permeability coefficient in smeared zone
[J]. J4, 2011, 45(4): 665-670.
[13] WANG Yan, LI Hai-feng, XU Xi-ping. The light-pipe illumination system design for double-lamp projector[J]. J4, 2011, 45(2): 382-386.
[14] SHI Hu, GONG Guo-fang, YANG Hua-yong, WANG Hui. Determination of thrust force for shield tunneling machine[J]. J4, 2011, 45(1): 126-131.
[15] SU Feng, JIANG Ye, CA Yong-Chang. Finite element analysis of steel beam and concretefilled circular column joints bearing capacity[J]. J4, 2010, 44(10): 1876-1882.