Beneficial Reuse of Dredged Marine Soils (DMS) with the Inclusion of Cement and Granular Material for Engineering Applications
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Keywords

Dredged marine soil, cement, granular material, beneficial reuse.

How to Cite

1.
Mohammad Zawawi Rosman, Nurasiah Mira Anuar, Nurul Syakeera Nordin, Siti Farhanah S.M. Johan, Chee-Ming Chan. Beneficial Reuse of Dredged Marine Soils (DMS) with the Inclusion of Cement and Granular Material for Engineering Applications. Glob. J. Earth Sci. Eng. [Internet]. 2018 Sep. 17 [cited 2022 Aug. 19];5(1):26-33. Available from: https://www.avantipublishers.com/index.php/gjese/article/view/736

Abstract

 Plenty of geowaste in Malaysia namely dredged marine soils (DMS) has been increasing over the year. The management of DMS after dredging has become a worldwide problem. Conventionally, the materials are disposed back to the sea. As the minimization of the dredged material during dredging is impossible, extensive work has been done by researchers to develop various economical and viable solutions, such as beneficial reuse of DMS. Series of one-dimensional test by using oedometer were tested on DMS with the inclusion cement and mining sand. Based from the results, the cement- and sand-treated DMS have resulted with low settlement reduction, thus increase its effective yield stress and improve its compressibility. As conclusion, it is suggested that DMS can be beneficially reuse for engineering application such as land reclamation or backfills.
https://doi.org/10.15377/2409-5710.2018.05.2
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References

Chiu CF, Zhu W and Zhang CL. Yielding and Shear Behaviour of Cement-Treated Dredged Materials. Engineering Geology 2008; 103: 1-12. https://doi.org/10.1016/j.enggeo.2008.07.007

Malviya R and Chaudhary R. Factors Affecting Hazardous Waste Solidification/Stabilization: A Review. Journal of Hazardous Materials 2006; 137: 267-276. https://doi.org/10.1016/j.jhazmat.2006.01.065

Ashraf MA, Maah MJ, Yusoff I, Wajid A and Mahmood K. Sand Mining Effects, Causes and Concerns: A Case Study from Bestari Jaya, Selangor, Peninsular Malaysia. Scientific Research and Essays 2011; 6(6): 1216-1231.

Suzuki S and Yamada M. Construction of an Artificial Island for the Kansai International Airport. IEM and Kosai Club Proceeding 1990; 511-520.

Lee SL, Karunaratne GP, Young KY and Ganeshan V. Layered Clay-Sand Scheme of Land Reclamation 1987; 113(9): 984-995.

Choa V, Karunaratne GP, Ramaswamy SD, Vijiaratnam A and Lee SL. pilot Test for Soil Stabilization at Changi Airport. Proceeding 6th Asian Regional Conference of Soil Mechanic and Foundation Engineering 1979: 141-144.

Tominaga M, Sakaki M, Hashimoto T and Paulino C. Embankment Tests in Reclamation Area, Manila Bay. Proceeding 6th Asian Regional Conference of Soil Mechanic and Foundation Engineering 1979: 195-198.

Paikowsky S. Fundamental of Consolidation 2013; 80-81.

Umehara Y, Matsumoto K and Ishii I. Soils Division: Soil Dynamic Laboratory. PARI Report 1983; 022-01-02.

Zhang RJ, Santoso AM, Tan TS and Phoon KK. Strength of High Water-Content Marine Clay Stabilized by Low Amount of Cement. Journal of Geotechnical and Geoenvironmental Engineering 2013; 139(12); 2170-2181. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000951

Chan CM. Strength Improvement Characteristics of Cement- Solidified Dredged Marine Clay with Relation to Water- Cement Ratio. International Journal of GEOMATE 2016; 11(27): 2734-2740. https://doi.org/10.21660/2016.27.151129

Mahar A, Wang P, Li R and Zhang Z. Immobilization of lead and cadmium in contaminated soil using amendments: a review. Pedosphere 2015; 25(4): 555-568. https://doi.org/10.1016/S1002-0160(15)30036-9

Chapman EEV, Dave G and Murimboh JD. A review of metal (Pb and Zn) sensitive and pH tolerant bioassay organisms for risk screening of metal-contaminated acidic soils. Environ Pollut 2013; 179: 326-342. https://doi.org/10.1016/j.envpol.2013.04.027

Du YJ, Jiang NJ, Liu SY, Jin F, Singh DN and Puppala AJ. Engineering Properties and Microstructural Characteristics of Cement-Stabilized Zinc-Contaminated Kaolin. Canadian Geotechnical Journal 2014; 51: 289-302. https://doi.org/10.1139/cgj-2013-0177

Chen QY, Tyrer M, Hills CD, Yang XM and Carey P. Immobilisation of heavy metal in cement-based solidification/stabilization: a review. Waste Management 2009; 29: 390-403. https://doi.org/10.1016/j.wasman.2008.01.019

Kumpiene J, Lagerkvist A and Maurice C. Stabilization of As, Cr, Cu, Pb, and Zn in soil using amendments: a review. Waste Manage 2008; 28: 215-225. https://doi.org/10.1016/j.wasman.2006.12.012

Batchelor B. Overview of Waste Stabilization with Cement. Waste Management 2006; 26: 689-698. https://doi.org/10.1016/j.wasman.2006.01.020

Azhar A, Chan CM and Abd Karim AT. Solidification Behavior of Fine-grained Dredged Marine Soils: Strength Improvement. EJGE 2014; 19: 8798-8805.

Yun JM, Song YS, Lee JH and Kim TH. Strength characteristics of the cement-stabilized surface layer in dredged and reclaimed marine clay, Korea. Marine Georesources and Geotechnology 2006; 24: 29-45. https://doi.org/10.1080/10641190600559499

Wang D, Zentar R and Abriak NE. Strength and swelling properties of solidified dredged materials. Advanced Materials Research 2011; (261-263): 812-815. https://doi.org/10.4028/www.scientific.net/AMR.261-263.812

Dubois V, Abriak NE, Zentar R and Balliy G. The use of marine sediments as a pavement base material. Waste management 2009; 29: 774-782. https://doi.org/10.1016/j.wasman.2008.05.004

Siham K, Fabrice B, Edine AN and Patrick D. Marine dredged sediments as new materials resource for road construction. Waste management 2008; 28: 919-928. https://doi.org/10.1016/j.wasman.2007.03.027

Ozer-Erdogan P, Basar HM, Erden I and Tolun L. Beneficial use of marine dredged materials as a fine aggregate in ready-mixed concrete: Turkey Example. Construction and Building Materials 2016; 124: 690-704. https://doi.org/10.1016/j.conbuildmat.2016.07.144

Wang L, Kwok JSH, Tsang DCW and Chi-sun P. Mixture design and treatment methods for recycling contaminated sediment. Journal of Hazardous Materials 2015; 283: 623- 632. https://doi.org/10.1016/j.jhazmat.2014.09.056

Anuar NM, Chan CM and S.M. Johan SF. An Innovative Sanitary Landfill System with Dredged Marine Soils (DMS) as Liner Material: Geoenvironmental Studies. International Journal of Geomate 2018; 14(41): 181-185. https://doi.org/10.21660/2018.41.10512

Mattei P, D’Acqui LP, Nicese FP, Lazzerini G, Masciandaro G, et al. Use of phytoremediated sediments dredged in maritimie port as plant nursery growing media. Journal of environmental management 2016; 1-8.

Mattei P, Cincinelli A, Martellini T, Natalini R, Pascale E and Renella G. Reclamation of river dredged sediments polluted by PAHs by co-composting with green waste. Science of the Total Environment 2016b; (566-567): 567-574. https://doi.org/10.1016/j.scitotenv.2016.05.140

Nordin NS and Chan CM. Undrained shear strength of low dosage of cement-solidified dredged marine soils (DMS) for reclamation works. International Journal of GEOMATE 2017; 13(35): 180-186.

Johan SFSM and Chan CM. Effect of granular inclusion on the consolidation rate of dredged marine clay. International UNIMAS STEM Engineering Conference, Kuching, Sarawak 2017.

Sheehan C, Harrington JR, Murphy JP and Riordan JD. An investigation into potential beneficial uses of dredge material in Ireland. In WEDA XXVIII and Texas TAMU 39th dredging seminar, St. Louis, USA 2008.

Kaliannan S and Chan CM. 1-D Compressibility Parameters of Lightly Solidified Dredged Marine Soils (DMS) using Cement, GGBS and Coarse Sand. International Journal of GEOMATE 2017; 12(3): 167-171. https://doi.org/10.21660/2017.33.36802

Kaliannan S and Chan CM. 1-D Compressibility Parameters of Lightly Solidified Dredged Marine Soils (DMS) using Cement, GGBS and Coarse Sand. International Journal of GEOMATE 2017; 12(3): 167-171. https://doi.org/10.21660/2017.33.36802

Ho MH, Chan CM and Bakar I. One-Dimensional Compressibility Characteristics of Clay Stabilised with Cement-Rubber Chips. International Journal of Sustainable Construction Engineering and Technology 2010; 1(2): 91- 104.

Huang B, Guoqiang L, Pang SS and Eggers J. Investigation into Waste Tire Rubber-filled Concrete. Materials in Civil Engineering 2004; 16(3): 187-194. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:3(187)

Yamadera A. Microstructural Study of Geotechnical Characteristics of Marine Clays, Saga University of Japan, Ph.D Thesis 1999.

Nagaraj TS, Miura N, Prakash Y and Yamadera A. Analysis of Compressibility and Permeability Behaviour of Soils with Induced Cementation. Proc of Indian Geotechnical Conference, India 1995; 53-56.

Horpibulsuk S, Miura N and Nagaraj TS. Assessment of Strength Development in Cement-Admixed High Water Content Clays with Abram’s Law as Basis. Geotechnique 2003; 53(4): 439-444. https://doi.org/10.1680/geot.2003.53.4.439