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Consolidation Behaviour of The Neutralisation Spent Pickle Liquor (NSPL) Sludge from Steel Works

Nik Nor Nik Daud, and Thomas, H.R., and Seetharam, S., (2010) Consolidation Behaviour of The Neutralisation Spent Pickle Liquor (NSPL) Sludge from Steel Works. Jurnal Kejuruteraan, 22 . pp. 89-96. ISSN 0128-0198

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Official URL: http://www.ukm.my/jkukm/index.html

Affiliations

Universiti Putra Malaysia. Faculty of Engineering
Cardiff University, UK

Abstract

The disposal of industrial waste sludge at a landfill has become a global problem especially when dealing with high
moisture content material. Neutralisation Spent Pickle Liquor (NSPL) sludge waste generated in steel industry has been categorized as one of the slurry wastes in eotechnical engineering and poses serious handling problem due to its high water content. The NSPL sludge waste is categorized as a high water content material with a low solid concentration.The main objective in this paper is present a study related to compressive behaviour of the NSPL sludge material under external load. A series of consolidation tests of different NSPL initial water content and load pressure using Rowe cell equipment were performed. The consolidation behaviour of the NSPL sludge was shown to be complex, especially during the initial stages of the loading process. For any given load increment, an instantaneous compression was observed but no pore water dissipation were detected. The coefficient of permeability was found to be very high during the first few minutes, i.e. in the range of 10-4 – 10-5 m/s, and reduces significantly to 10-10 m/s after the first 17 hours of the test. The compression behaviour of the sludge materials are directly related to their coefficient of permeability.

Item Type:Journal
Keywords:Sludge; high water content; consolidation; pore water pressure; coefficient of permeability
Subjects:T Technology, Engineering
ID Code:11684

Andersland, O.B. and Mathew, P.J. 1973. Consolidation

of High Ash Papermill Sludges. ASCE J Soil Mech

Found Div 99(SM5): 365-374.

Aydilek, A.H., Edil, T.B. and Fox, P.J. 2000.

Consolidation Characteristics of Wastewater Sludge.

ASTM Special Technical Publication.

Been, K. and Sills, G.C. 1981. Self-weight Consolidation

of Soft Soils: An Experimental and Theoretical

Study. Geotechnique 31(4): 519-535.

Berilgen, S.A., Berilgen, M.M. and Ozaydin, I.K. 2006.

Compression and Permeability Relationships in High

Water Content Clays. Applied Clay Science 31(3-4):

249-261.

Bo, M.W., Chao, V. and, A. A. and Na, Y.M. 1999. One Dimension Compression of Slurry with Radial Drainage. Soils and Foundations 39(4): 9-17.

Bo, M.W., Choa, V. and Wong, K.S. 2002a. Compression Tests on a Slurry using a Small-scale Consolidometer. Canadian Geotechnical Journal 39(2): 388-398.

Bo, M.W., Choa, V., Wong, K.S. and The, C.I. 2002b.

Investigation on Deformation Behaviour of High

Moisture Content Soil. Soils and Foundations 42(2):

35-46.

Bo, M.W., Sin, W.K., Choa, V. and Ing, T.C. 2003.

Compression Tests of Ultra-soft Soil using an Hydraulic Consolidation Cell. Geotechnical Testing Journal 26(3): 310-319.

Bo, M.W., Wong, K.S. and Choa, V. 2004. Investigation

on Compressibility of High Moisture Content Soil with Hydraulic Consolidation Cell. Geotechnical Engineering 35(3):133-139.

BS: 1990. British Standard 1377: Methods of Tests for

Soils for Civil Engineering Purposes. London: British

Standard Institution.

Colleselli, F.G.C. and Cola, S. 2000. Laboratory Testing of Italian Peaty Soils. In Geotechnics of High Water Content Materials, edited by Edil, T.B.A.F., P. J., 226-240. ASTM.

Head, K.H. 1986. Manual of Soil Laboratory Testing. Vol.

3. Effective Stress Tests. London: Pentech Press Ltd.

Klein, A. and Sarsby, R.W. 2000. Problems in Defining the Geotechnical Behaviour of Wastewater Sludges. Geotechnics of High Water Content Materials. ASTM.

Koenig, A. Kay, J.N. and Wan, I.M. 1996. Physical Properties of Dewatered Wastewater Sludge for Landfilling. Water Science and Technology 34(3-4-4 pt2):533-540.

Krizek, R. J. 2000. Geotechnics of High Water Content

Materials. ASTM Special Technical Publication. pp.23-29.

Lo, I.M.C., Zhou, W.W. and Lee, K.M. 2002. Geotechnical

Characterization of Dewatered Sewage Sludge for Landfill Disposal. Canadian Geotechnical Journal 39(5):1139-1149.

Mesri, G. 1995. Discussion Session. Compression and

Consolidation of Clayey Soils. Balkema, Rotterdam.

Mesri, G., Shahien, M., and Feng, T. W. 1995. Compressibility Parameters During Primary Consolidation. Compression and Consolidation of Clayey Soils, edited by Yoshikuni and Kusakabe. Balkema, Rotterdam. (2):1021-1037.

O’Kelly, B.C. 2005. Consolidation Properties of a

Dewatered Municipal Sewage Sludge. Canadian Geotechnical Journal 42(5):1350-1358.

Quiroz, J.D., Simpson, P.T. and Zimmie, T.F. 2000.

Evaluation of Paper Sludge Landfill Cover Settlement.

Geotechnical Special Publication.

Rowe, P.W. and Barden, L. 1966. A New Consolidation Cell. Geotechnique 16(2): 162.

Yoshikuni, H., Okada, M., Ikegami, S. and Hirao, T. 1995.

One-dimensional Consolidation Analysis Based on an Elasto-Viscous Liquid Model. Compression and Consolidation of Clayey Soils, edited by Yoshikuni and Kusakabe. Balkema, Rotterdam. (2):505-512.

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