The Influence of Water Content on the Settlement Behaviour of Polypropylene Fibre-Reinforced Dredged Marine Soil (DMS)
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2019-12-24 https://doi.org/10.14419/ijet.v7i4.14.27712 -
Compressibility, Dredged Marine Soil, Polypropylene Fiber. -
Abstract
The use of fiber as soil reinforcement is not new in civil engineering field. In the earlier times, rice straw was mixed together with mud or clay to produce construction materials such as brick and concrete. Conventional concrete mix without fiber tends to exhibit brittleness behaviour. Hence, there is a growing attention on using current reinforcement materials such as steel, polypropylene and glass fibers. It is reported that fiber in concrete provide bridging effect, which transfer and distribute load evenly, thus increasing ductility. Now, similar concept of fiber inclusion in concrete can be applied to the case of problematic soil. The addition of chemical additives such as cement in soil resulted with stiffness and brittleness. As solution, numerous studies have shown that the fiber inclusion in soil have increased strength, permeability and ductility. Due to the many studies of fibre-reinforced soil related to its shear strength, the present study will investigate the compressibility behaviour of the fibre-reinforced soil through oedometer test. In this study, the dredged marine soil (DMS) was mixed together with 0.25, 0.5, 0.75 and 1 % of polypropylene (PP) fiber. Two conditions of soil, namely high water content (1.40LL) and low water content (0.90LL) were tested. Samples with 0.90LL water content show great reduction of settlement than samples with 1.40LL water content. The outcome of this study will suggest the beneficial reuse of DMS for engineering application such as backfill material, land reclamation or clay liner for landfills.
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References
[1] Bray RN, Environmental aspects of dredging, Taylor & Francis, (2008).
[2] Balchand AN & Rasheed K,â€Assessment of short environmental impact on dredging in a tropical estuaryâ€, Terra et aqua, Vol.79, (2000), pp.16-26.
[3] El-Shinawi A & Kramarenko V,â€Assessment of stabilized dredged marine sediments using portland cement for geotechnical engineering applications along Hurghada Coast, Red Sea Egyptâ€, Asian journal of applied sciences, Vol.3, (2015), pp.819-830.
[4] Said L, Missaoui A & Lafhaj Z,â€Reuse of Tunisian marine sediments in paving blocks: Factory scale experimentâ€, Journal of cleaner production, Vol.102, (2015), pp.66-77.
[5] Smolar J, Mladenovic A & Petkovsek A,â€Stabilization of soft marine sediments from the Port of Koper (Slovenia)â€, 5th International Young Geotechnical Engineers Conference, (2013), pp.1-4.
[6] Dang TA, Siham KB & William AP,â€Design of new blended cement based on marine dredged sedimentâ€, Construction and building materials, Vol.41, pp.602-611.
[7] Salim WSW, Sadikon SF, Salleh SM, Noor NAM, Arshad MF & Wahid N,â€Assessment of physical properties and chemical composition of Kuala Perlis dredged marine sediment as a potential brick materialâ€, IEEES Symposium on business, engineering and industrial applications, Vol.23-26, (2012), pp.509-512.
[8] Dubois V, Abriak NE, Zentar R & Ballivy G,â€The use of marine sediments as a pavement base materialâ€, Waste management, Vol.29, (2009), pp.774-782.
[9] Chan CM & Yusof MNM,â€Remoulded strength of high plasticity marine silt retrieved from maintenance dredgingâ€, Modern applied science, Vol.9, No.6, (2015), pp.13-19.
[10] Rahman ZA, Yaacob WZW, Rahim SA, Lihan T, Idris WMR & Sani WNFM,â€Geotechnical characterisation of marine clay as a potential liner materialâ€, Sains malaysiana, Vol.42, No.8, (2013), pp.1081-1089.
[11] Sasanian S & Newson TA,â€Basic parameters governing the behaviour of cement-treated claysâ€, The Japanese geotechnical society, Vol.54, No.2, (2014), pp.209-224.
[12] Bushra L & Robinson RG,â€Strength behaviour of cement stabilised marine clay cured under stressâ€, Indian Geotechnical Conference, (2010), pp.601-604.
[13] Kitazume M & Terashi M, The deep mixing method, Taylor & Francis, (2013).
[14] Maidi BR, Steel-fibre reinforced concrete, Ernst & Sohn, (2013).
[15] Domski J, Katzer J, Zakrewski M & Ponikiewski T,â€Comparison of the mechanical characteristics of engineered and waste steel fiber used as reinforcement for concreteâ€, Vol.158, (2017), pp.18-28.
[16] Festugato L, Menger E, Benezera F, Kipperm EA & Consoli NC,â€Fibre-reinforced cemented soils compressive and tensile strength assessment as a function of filament lengthâ€, Geotextiles and geomembranes, Vol.45, (2017), pp.77-82.
[17] Ahmad F, Mujah D, Hazarika H & Safari A,â€Assessing the potential reuse of recycled glass fibre in problematic soil applicationsâ€, Journal of Cleaner Production, Vol.35, (2012), pp. 102-107.
[18] Mirzababaei M, Arulrajah A, Horpibulsuk S & Aldava M,â€Shear strength of a fibre-reinforced clay at large shear displacement when subjected to different stress historiesâ€, Geotextiles and geomembranes, Vol.45, (2017), pp.422-429.
[19] Sharma V, Vinayak HK & Marwaha BM,â€Enhancing compressive strength of soil using natural fibersâ€, Construction and building materials, (2015), pp.1-7.
[20] Zaimoglu AS & Yetimoglu T,â€Strength behavior of fine grained soil reinforced with randomly distributed polypropylene fibersâ€, Geotechnical geology engineering, Vol.30, (2012), pp.197-203.
[21] Miller CJ & Rifai S,â€Fiber reinforcement for waste containment soil liners, Journal of environmental engineering, Vol.130, No.8, (2004), pp. 981-985.
[22] Michalowski R & Cermak J,â€Triaxial compression of sand reinforced with fibers, Journal of geotechnical and geoenvironmental engineering, Vol.129, No.2, (2003), pp. 125-136.
[23] Prabakar J & Sridhar RS,â€Effect of random inclusion of sisal fiber on strength behaviour of soil, Construction and building materials, Vol.16, No.2, (2002), pp. 123-131.
[24] Tang CS, Wang DY, Cui YJ, Shi B & Li J,â€Tensile strength of fiber-reinforced soilâ€, Journal of material and civil engineering, (2016), pp.1-13.
[25] Teja MS,â€Soil stabilization using polypropylene fiber materials, Engineering and Technology, Vol.5, No.9, (2016), pp. 18906-18912.
[26] Shahrokhabadi S & Nazeryadeh N,â€Efficacy of resinous polypropylene (PP) fibers on strength behavior of reinforced soilsâ€, Advanced materials research, Vo.787, (2013), pp.75-80.
[27] Ple O, Le TNC & AbuAisha MS,â€Landfill clay barrier: Fibre reinforcement techniqueâ€, Advanced materials research, Vol.378-379, (2012), pp.780-784.
[28] Soganci A,â€The effect of polypropylene fiber in the stabilization of expansive soils, International. journal of environmental, chemical, ecological and geophysical engineering, Vol.9, No.8, (2015), pp. 956-959.
[29] Fatahi B, Khabbaz H & Fatahi B,â€Mechanical characteristics of soft clay treated with fibre and cement, Geosynthetics international, Vol.19, No.13, (2012), pp. 252-262.
[30] Pradhan PK, Kar RK & Naik A,â€Effect of random inclusion of polypropylene fibers on strength characteristics of cohesive soilâ€, Geotechnical geology engineering, Vol.30, (2012), pp. 15-25.
[31] Falocra IMCFG & Pinto MIM,†Effect of short, randomly distributed polypropylene microfibers on shear strength behaviour of soilsâ€, Geosynthetics international, Vol.18, No.1, (2011), pp. 2-11.
[32] Abdi MR, Parsapajouh A & Arjomand MA,â€Effects of random fiber inclusion on consolidation, hydraulic conductivity, swelling, shrinkage limit and dessication cracking of claysâ€, International journal of civil engineering, Vol.6, No.4, (2008), pp. 284-292.
[33] Ayeldeen M & Kitazume M,â€Using fiber and liquid polymer to improve the behaviour of cement stabilized soft clayâ€, Geotextiles and geomembranes, Vol.45, (2017), 592-602.
[34] Chen M, Shen SL, Arulrajah A, Wu HN, Hou DW & Xu YS,â€Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clayâ€, Geotextiles and geomembranes, Vol.43, (2015), pp. 515-523.
[35] ASTM D2487-11, Unified soil classification system, American society for testing and materials (ASTM), (2011).
[36] Anagnostopoulos CA, Tzetzis D & Berketis K,â€Shear strength behaviour of polypropylene fibre reinforced cohesive soilsâ€, Geomechanics and geoengineering: An international journal, (2013), pp.1-12.
[37] Tang C, Shi B, Gao W, Chen F & Cai Y,â€Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soilâ€, Geotextiles and geomembranes, Vol.25, (2007), pp.194-202.
[38] BS1377-Part 5, Compressibility, permeability and durability test, British standard institution (BS), (1990).
[39] Hong ZS, Yin J & Cui YJ,†Compression behaviour of reconstituted soils at high initial water contentsâ€, Geotechnique, Vol. 60, No. 9, (2010), pp. 691-700.
[40] Imai G,†Experimental studies of sedimentation mechanism and sediment formulation of clay materialsâ€, Soils and foundations, Vol. 21, No. 1, (1981), pp. 7-20.
[41] Burland JB,†On the compressibility and shear strength of natural claysâ€, Geotechnique, Vol. 40, No. 3, (1990), pp. 329-378.
[42] Coduto DP, Young MR & Kitch WA, Geotechncial engineering principles and practices, Pearson Prentice Hall, (2011).
[43] Xu GZ & Yin J,†Compression behavior of secondary clay minerals at high initial water contentsâ€, Marine georesources & geotechnology, (2015), pp.1-31.
[44] Frederico A, Vitone C & Murianni A,†On the mechanical behaviour of dredged submarine clayey sedimentsâ€, Canadian Geotechncial Journal, (2015), pp. 1-42.
[45] Moghal AAB, Chitoori BCS, Basha BM & Al-Mahbashi AM,†Effect of polypropylene fibre reinforcement on the consolidation, swell and shrinkage behaviour of lime-blended expansive soil,†International journal of geotechnical engineering, Vol. 12, No. 5, (2017), pp. 462-471.
[46] Starcher RD,†Impact of curing time and curing stress in the mechanical behavior of the cement-improved and cement-fiber-improved soft soil,†Master Thesis, (2013).
[47] Duncan JM & Bursey A,â€Soil modulus correlationsâ€, Foundation engineering in the face of uncertainty, (2013), pp.321-336.
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How to Cite
Z. Rosman, M., & Chan, C.-M. (2019). The Influence of Water Content on the Settlement Behaviour of Polypropylene Fibre-Reinforced Dredged Marine Soil (DMS). International Journal of Engineering & Technology, 7(4.14), 434-439. https://doi.org/10.14419/ijet.v7i4.14.27712Received date: 2019-02-21
Accepted date: 2019-02-21
Published date: 2019-12-24