Vertical drainage capacity of new electrical drainage board on improvement of super soft clayey ground

Yang Shen , Yan-de Li , Wen-jun Huang , Hai-dong Xu , Pin-fei Hu

Journal of Central South University ›› 2015, Vol. 22 ›› Issue (10) : 4027 -4034.

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Journal of Central South University ›› 2015, Vol. 22 ›› Issue (10) : 4027 -4034. DOI: 10.1007/s11771-015-2946-3
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Vertical drainage capacity of new electrical drainage board on improvement of super soft clayey ground

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Abstract

As an advanced polymer composites electro-kinetic geosynthetics, the electro-osmotic vertical drainage (EVD) board could drain water quickly and accelerate consolidation process. However, the drainage rate was mainly impacted by the vertical drainage capability. Therefore, vertical drainage capability at the top of EVD board was theoretically analyzed. Basic requirements for drainage at the top of the board were summed up, as well as the formula of anode pore pressure when losing the vertical drainage capability. Meanwhile, a contrast test on the top and bottom drainage capacities was conducted. In use of the advanced EVD board, the voltage potential and pore pressure of anode were measured. Moreover, the derived formulas were verified. The result shows that the decrease of electric force gradient had an observable impact on the drainage capability. There was nearly no difference between the energy consumption for the two drainage methods. Although a little less water was discharged, the top drainage method had more advantages, such as high initial drainage velocity, few soil cracks, low anode water content and high soil strength. All of these show that the super soft soil ground could be consolidated quickly in use of the advanced EVD board through the top drainage. The top drainage method could efficiently improve the drainage effect, decrease the energy consumption and speed up the project proceeding.

Keywords

electro-osmotic vertical drainage (EVD) board / vertical drainage capacity / potential gradient / pore pressure around anode

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Yang Shen, Yan-de Li, Wen-jun Huang, Hai-dong Xu, Pin-fei Hu. Vertical drainage capacity of new electrical drainage board on improvement of super soft clayey ground. Journal of Central South University, 2015, 22(10): 4027-4034 DOI:10.1007/s11771-015-2946-3

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References

[1]

ShangJ Q. Electokinetic dewatering of clay slurries as engineered soil covers [J]. Canadian Geotechnical Journal, 1997, 34(1): 78-86

[2]

ChenZ, ZhouJ, WenX G, TaoY L. Experimental research on effect of polarity reversal to electro-osmotic [J]. Journal of Zhejiang University, 2013, 47(9): 1579-1584

[3]

GongX N, JiaoD. Experimental study on electro-osmotic consolidation of soft clay under intermittent current condition [J]. Journal of Central South University: Science and Technology, 2011, 42(6): 1725-1730

[4]

CostasA A, PanagiotisK, MalvinaL, SarafianosK. Improving properties of sand using epoxy resin and electrokinetics [J]. Geotechnical and Geological Engineering, 2014, 32(4): 859-872

[5]

TaoY L, ZhouJ, GongX N. Comparative experiment of electroosmosis ferrum, graphite, copper and aluminum electrode [J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(2): 3355-3362

[6]

LiY W, ZhouJ, GongX N, ChenZ, TaoY L. Experimental research on influence of electrode array on electroosmotic effect [J]. Rock and Soil Mechanics, 2013, 7: 1972-1978

[7]

WangZ, ZhuangY F. Electric charge accumulation theory for electro-osmotic consolidation [J]. Rock and Soil Mechanics, 2005, 26(4): 629-632

[8]

WangL J, LiuS H, WangJ B. Model test for high-water-content soft soil treatment under vacuum preloading in combination with electro-osmosis [J]. Journal of Hohai University: Natural Sciences, 2011, 39(6): 671-675

[9]

ZhuangY F W Zhao. Study on interface electric resistance of electro-osmotic consolidation [J]. Rock and Soil Mechanics, 2004, 25(1): 118-121

[10]

JonesC, FakherA, HamirR, NettletonI. Geosynthetic materials with improved reinforcement capabilities [C]. Proceedings of the Intemational Symposium on Earth Reinforcement, Kyushu, Japan: A. A. Balkema, 1996865-883

[11]

KarunaratneG P. Prefabricated and electrical vertical drains for consolidation of soft clay [J]. Geotextiles and Geomembranes, 2011, 29(1): 391-401

[12]

ShenbagaR, KanirajH L, HuongH L, YeeJ H S. Electro-osmotic consolidation studies on peat and clayey silt using electric vertical drain [J]. Geotech Geol Eng, 2011, 29: 277-295

[13]

SUN Z H, GAO M J, YU X J. Vacuum preloading combined with electro-osmotic dewatering of dradger fill using electric vertical drains [J]. Drying Technology, in press.

[14]

IndraratnaB, ChuJGround improvement case history [M], 2005LondonElsevier

[15]

MohamedelhassanE, ShangJ Q. Effects of electrode material and current intermittence in electro-osmosis [J]. Ground Improvement, 2001, 5(1): 3-11

[16]

AlshawabkehA N, GaleR J. Optimization of 2-D electrode configuration for electrokinetic remediation [J]. Journal of Soil Contamination, 1999, 8(6): 617-638

[17]

HuY-cExperimental studies on electro-osmotic consolidation of soft clay using EKG electrodes [D], 2005WuhanWuhan University

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