Technical Papers
Mar 31, 2017

Influence of Fly Ash–Based Geopolymer Binder on the Sedimentation Behavior of Dredged Mud

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 143, Issue 5

Abstract

This laboratory study investigated the sedimentation behavior of a fly ash–based geopolymer-stabilized dredged-mud slurry extracted from the Port of Townsville, Queensland, Australia. Settling-column tests were conducted to study the sedimentation behavior of 400%-water-content dredged mud of untreated and geopolymer-stabilized slurries at 6, 12, and 18% content by weight. Dredged-mud slurry interface height movements with elapsed time were recorded, and their settling patterns were observed. Mineralogical and microstructural characteristics of dried, untreated, and geopolymer-stabilized dredged-mud sediments were determined using X-ray diffraction (XRD) and scanning electron microscopy (SEM) with energy dispersive spectroscopy (EDS) analysis. The study found that a fly ash–based geopolymer gel coating the dredged-mud particles in the slurry led to a flocculated settling behavior, and the geopolymer stabilization reduced the overall dredged-mud slurry sedimentation duration. XRD and SEM/EDS analysis showed that the geopolymer stabilization altered the microstructure of stabilized dredged-mud sediment and reduced its desiccation shrinkage cracks.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The funds for this research study are provided by the Australian Research Council. The fly ash material was supplied by the Cement Australia Pty. Ltd. Port of Townsville office. The authors acknowledge Warren O’Donnell, Senior Engineering Technician, Geomechanics Laboratory in the College of Science and Engineering, James Cook University in Townsville, Australia, for assistance during the laboratory testing work.

References

Abdullah, M. A., Jamaludin, L., Hussin, K., BnHussain, M., Ghazali, C. M., and Ahmed, M. I. (2012). “Fly ash porous material using geopolymerization process for high temperature exposure.” Int. J. Mol. Sci., 13(4), 4388–4395.
Adam, A. A. (2009). “Strength and durability properties of alkali activated slag and fly ash based geopolymer concrete.” Ph.D. thesis, Royal Melbourne Institute of Technology Univ., Melbourne VIC, Australia.
Azam, S. (2011). “Large strain settling behavior of polymer-amended laterite slurries.” Int. J. Geomech., 105–112.
Azam, S. (2012). “Effect of composition and morphology on self-weight settling of laterite ore slurries.” J. Geotech. Geol. Eng., 30(1), 107–118.
Chryscochoou, M., Grubb, G. D., Drengler, K. L., and Malasavage, E. N. (2010). “Stabilized dredged material. III: Mineralogical perspective.” J. Geotech. Geoenviron. Eng., 1037–1050.
DIFFRAC.EVA [Computer software]. Bruker, Billerica, MA.
Droppo, I. C., and Ongley, E. D. (1989). “Flocculation of suspended solids in southern Ontario Rivers.” Sediment and the Environment, Proc., Baltimore Symp., The International Association of Hydrological Sciences, Wallingford, Oxfordshire, U.K., publication no. 184.
Fan, F. (2015). “Mechanical and thermal properties of fly ash based geopolymer cement.” M.Sc. thesis, Louisiana State Univ., Baton Rouge, LA.
Ganesalingam, D. (2013). “Consolidation properties of recent dredged mud sediment and insights into the consolidation analysis.” Ph.D. thesis, James Cook Univ., Townsville, QLD, Australia.
Ganesalingam, D., Arulrajah, A., Ameratunga, J., Boyle, P. J., and Sivakugan, N. (2011). “Geotechnical properties of reconstituted dredge mud.” Proc., Pan-AM CGS Geotechnical conference, Canadian Geotechnical Society, Richmond, BC, Canada, 1–7.
Ganesalingam, D., Sivakugan, N., and Ameratunga, J. (2013). “Influence of settling behavior of soil particles on the consolidation properties of dredged clay sediment.” J. Waterways, Port, Coastal, Ocean Eng., 295–303.
Guo, S., Zhang, F., Wang, B., and Zhang, C. (2012). “Settlement prediction model of slurry suspension based on sedimentation rate attenuation.” Water Sci. Eng., 5(1), 79–92.
Hardjito, D. (2005). “Studies on fly ash based geopolymer concrete.” Ph.D. thesis, Curtin Univ. of Technology, Perth, WA, Australia.
Hardjito, D., Cheak, C. C., and Ing, C. H. L. (2008). “Strength and settling times of low calcium fly ash based geopolymer mortar.” Mod. Appl. Sci., 2(4), 3–11.
He, J. (2012). “Synthesis and characterization of geopolymers for infrastructure applications.” Ph.D. thesis, Louisiana State Univ., Baton Rouge, LA.
He, J., Chu, J., Tan, K. S., and Vu, T. T. (2016). “Sedimentation behaviour of flocculant-treated soil slurry.” Mar. Georesour. Geotechnol.
Imai, G. (1980). “Settling behavior of clay suspension.” Soils Found., 20(2), 60–75.
Imai, G. (1981). “Experimental studies on sedimentation mechanism and sediment formation of clay materials.” Soils Found., 21(1), 7–20.
James, R., Kamruzzaman, A. H. M., Haque, A., and Wilkinson, A. (2008). “Behaviour of lime–slag-treated clay.” Ground Improv., 161(4), 207–216.
Khater, H. (2012). “The effect of calcium on geopolymerization of aluminoslicate wastes.” J. Mater. Civ. Eng., 92–101.
Kranck, K. (1975). “Sediment deposition from flocculated suspensions.” Sedimentol., 22(1), 111–123.
Miller, J. C., Mi, H., and Yesiller, N. (1998). “Experimental analysis of desiccation crack propagation in clay liners.” J. Am. Water Resour. Assoc., 34(3).
Mirzababaei, M., Yasrobi, S., and Al-Rawas, A. (2009). “Effect of polymers on swelling potential of expansive soils.” Ground Improv., 162(3), 111–119.
Mitchell, J. K. (1956). “The babric of natural clays and its relation to engineering properties.” Highway Research Board, Washington, DC, Publication No. 426, 35, 693–713.
Motorwala, A., Shah, V., Kammulg, R., Nannapaneni, P., and Raijiwala, D. B. (2013). “Alkali activated fly ash based geopolymer concrete.” Int. J. Eng. Technol. Adv. Eng., 3(1), 159–166.
Plummer, P. S., and Gostin, V. A. (1981). “Shrinkage cracks: Desiccation or synaereses.” J. Sediment. Res., 52(4), 1147–1156.
Rees, C. A. (2007). “Mechanisms and kinetics of gel formation in geopolymers.” Ph.D. thesis, Univ. of Melbourne, Melbourne, VIC, Australia.
Salehi, M. (2009). “Lime-clay modification and its application in the construction of man-made islands.” M.Sc. thesis, James Cook Univ., Townsville, QLD, Australia.
Salehi, M., and Sivakugan, N. (2009). “The effects of lime-clay modification on the consolidation behavior of the dredged mud.” J. Waterway, Port, Coastal, Ocean Eng., 251–258.
Skvara, F., Jilek, T., and Kopecky, L. (2005). “Geopolymer materials based on fly ash.” J. Ceram.-Silikaty, 49(3), 195–204.
Technical Standards. (1999). “Methods of testing soils for engineering purposes.” Standards Australia, Sydney, NSW, Australia.
The Port of Townsville. Media and Communication Office images, South Townsville, QLD, Australia.
Van Kesteren, W. G. M., Talmon, A. M., Pennekamp, J. G. S., Costello, M. J., and Flynn, W. A. (2007). “Dredged material placement under non-segregating conditions.” Proc., 18th Word Dredging Congress (Wodcon XVIII), Newman Printing Company, Bryan, TX, 1559–1570.
Van’t Hoff, J., and van der Kolff, A. N. (2012). Hydraulic fill manual for dredging and land reclamation works, CRC Press/Balkema, Taylor and Francis Group, Leiden, Netherlands.
Wallah, S. E., and Rangan, B. V. (2006). “Low calcium fly ash based geopolymer concrete-long term properties.” Research Rep. GC2, Curtin Univ. of Technology, Perth, WA, Australia.
Wang, D., Abriak, N. E., and Zentar, R. (2011). “Durability analysis of fly ash/cement-solidified dredged material.” Proc., Coastal and Maritime Mediterranean Conf., 2nd Ed., International Geographical Union–Commission of Coastal Systems, Cape Town, South Africa, 245–250.
Xu, H., and Van Deventer, J. S. J. (2000). “The geopolymerisation of alumino-silicate minerals.” Int. J. Miner. Process., 59(3), 247–266.
Zhang, M., Guo, H., El-Korchi, T., Zhang, G., and Tao, M. (2013). “Experimental feasibility study of geopolymer as the next-generation soil stabilizer.” Constr. Build. Mater., 47, 1468–1478.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 143Issue 5September 2017

History

Received: Aug 3, 2016
Accepted: Dec 13, 2016
Published online: Mar 31, 2017
Discussion open until: Aug 31, 2017
Published in print: Sep 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Mohamed Jaditager [email protected]
Ph.D. Student, College of Science and Engineering, James Cook Univ., Townsville, QLD 4811, Australia (corresponding author). E-mail: [email protected]
Nagaratnam Sivakugan, F.ASCE [email protected]
Associate Professor, College of Science and Engineering, James Cook Univ., Townsville, QLD 4811, Australia. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share