Abstract
Peat has been considered as an organics remnant that suffers decomposition process throughout times under overburden pressure. Composition of peats normally consists of organics materials which sometimes exceed 75% specifically from woods that grows in marshes and places in conditions where deficiencies of oxygen exist. Usually peat area related with swampy and normally a low shear strength region. High compressibility is significant and often related to problematic soil for construction purposes. In this article, extensive number of studies are reviewed to understand the behavior of the peat after being stabilized. New findings indicated that the peat contents differs from one location to another, thus inevitably gives different behavior. Many improvisation methods have been put forward such as chemical stabilization, cement stabilization, deep mixing and fiber reinforcement to name a few to enhance the strength properties of the peat. This is mainly for construction reliability purposes. However, the suitability of the ground improvement for peat thus depend on its fundamental properties and cost involve for any dedicated ground construction work. This paper review the properties of peat in Malaysia and reviewed recent development in the peaty soil stabilization in Malaysia. It is also compared the materials used for the peat stabilization and the expansive clay soils as the main two problematic soils.
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References
Aminur MR (2009) Effect of admixtures on the stabilization of peat soil from Sarawak. PhD Thesis. Sarawak, Malaysia: University Malaysia Sarawak, 94300 Kota Samarahan
Boobathiraja S, Balamurugan P, Dhansheer M, Adhikari A (2014) Study on strength of peat soil stabilised with cement and other pozzolanic materials. Int J Civ Eng Res 5(4):431–438
Calik U, Sadoglu E (2014) Engineering properties of expansive clayey soil stabilized with lime and perlite. Geomech Eng 6(4):403–418. doi:10.12989/gae.2014.6.4.403
De Paiva SC, Lima MAD, Ferreira M, Ferreira SRD (2016) Geotechnical properties of a lime-treated expansive soil. Materia 21(2):437–449. doi:10.1590/s1517-707620160002.0041
Edil T (2003) Recent advances in geotechnical characterization and construction over peats and organic soils. In: Proceedings of the 2nd International Conference in Soft Soil Engineering and Technology, Putrajaya, Malaysia
Goodarzi AR, Goodarzi S, Akbari HR (2015) Assessing geo-mechanical and micro-structural performance of modified expansive clayey soil by silica fume as industrial waste. Iran J Sci Technol Trans Civ Eng 39(C2):333–350
Hashim R, Islam MS (2008a) A model study to determine engineering properties of peat soil and effect on strength after stabilisation. Eur J Sci Res 22(2):205–215
Hashim R, Islam S (2008b) Engineering properties of peat soils in peninsular, Malaysia
Hebib S, Farrell ER (2003) Some experiences on the stabilization of irish peats. Can Geotech J 40(1):107–120
Hernandez MFG, Al Tabbaa A (2009) Effectiveness of different binders in the stabilisation of organic soils. International Symposium on Soil Mixing and Admixture Stabilisat
Huat BK (2004) Organic and Peat Soils Engineering. Universiti Putra Malaysia Press, Serdang
Huat BK (2006) Effect of cement admixtures on the engineering properties of tropical peat soils. Electronic Journal of Geotechnical Engineering 11B
Islam MS, Hashim R (2009) Bearing capacity of stabilised tropical peat by deep mixing method. Aust J Basic Appl Sci 3(2):682–688
James J, Pandian PK (2014) Effect of phosphogypsum on strength of lime stabilized expansive soil. Gradev 66(12):1109–1116. doi:10.14256/JCE.1097.2014
Kazemian S, Huat BBK (2009) Compressibility characteristics of fibrous tropical peat reinforced with cement column. Electron J Geotech Eng 14:1–13
Kazemian S, Huat BBK, Prasad A, Barghchi M (2011a) A state of art review of peat: geotechnical engineering perspective. Int J Phys Sci 6(8):1974–1981
Kazemian S, Prasad A, Huat BK, Bolouri BJ, Farah NAA, Thamer AM (2011b) Effect of aggressive pH media on peat treated by cement and sodium silicate grout. J Cent South Univ Technol 18(3):840–847
Kazemian S, Prasad A, Huat BBK, Ghiasi V, Ghareh S (2012) Effects of cement-sodium silicate system grout on tropical organic soils. Arab J Sci Eng 37(8):2137–2148
Khattab S, Al-Mukhtar M, Fleureau JM (2007) Long-term stability characteristics of a lime-treated plastic soil. J Mater Civ Eng 19:358
Kholghifard M, Ahmad K, Ali N, Kassim A, Kalatehjari R (2014) Collapse/Swell potential of residual laterite soil due to wetting and drying-wetting cycles. Natl Acad Sci Lett 37(2):147–153
Kolay P, Aminur M, Taib SNL, Mohd Zain MIS (2011) Stabilization of tropical peat soil from sarawak with different stabilizing agents. Geotech Geol Eng 29:1–7
Kumar JS, Janewoo U (2016) Stabilization of expansive soil with cement Kiln dust and RBI grade 81 at subgrade level. Geotech Geol Eng 34(4):1037–1046. doi:10.1007/s10706-016-0024-8
Lahtinen P, Niutanen V (2008) Development of mass stabilisation technique for contaminated sediments. In: 5th International SedNet Conference, Oslo
Latifi N, Rashid ASA, Siddiqua S, Horpibulsuk S (2015) Micro-structural analysis of strength development in low- and high swelling clays stabilized with magnesium chloride solution—A green soil stabilizer. Appl Clay Sci 118:195–206. doi:10.1016/j.clay.2015.10.001
Latifi N, Horpibulsuk S, Meehan CL, Abd Majid MZ, Rashid ASA (2016a) Xanthan gum biopolymer: an eco-friendly additive for stabilization of tropical organic peat. Environ Earth Sci 75(9):10. doi:10.1007/s12665-016-5643-0
Latifi N, Meehan CL, Abd Majid MZ, Horpibulsuk S (2016b) Strengthening montmorillonitic and kaolinitic clays using a calcium-based non-traditional additive: a micro-level study. Appl Clay Sci 132:182–193. doi:10.1016/j.clay.2016.06.004
Latifi N, Rashid ASA, Marto A, Tahir MM (2016c) Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat. Environ Earth Sci 75(3):9. doi:10.1007/s12665-015-4788-6
Latifi N, Rashid ASA, Siddiqua S, Abd Majid MZ (2016d) Strength measurement and textural characteristics of tropical residual soil stabilised with liquid polymer. Measurement 91:46–54. doi:10.1016/j.measurement.2016.05.029
Leite R, Cardoso R, Cardoso C, Cavalcante E, de Freitas O (2016) 3rd European conference on unsaturated soils—E-Unsat 2016. E D P Sciences, Cedex A
Lin BT, Cerato AB, Madden AS, Madden MEE (2013) Effect of fly ash on the behavior of expansive soils: microscopic analysis. Environ Eng Geosci 19(1):85–94. doi:10.2113/gseegeosci.19.1.85
Lunne T, Robertson P, Powell J (2009) Cone-penetration testing in geotechnical practice. Soil Mech Found Eng 6(46):237
Melling L (2016) Tropical peatland ecosystems. Springer, Japan, pp 59–73
Mesri G, Ajlouni M (2007) Engineering properties of fibrous peats. J Geotech Geoenviron Eng 133(7):850–866
Mitchell JK, Soga K (2005) Fundamentals of soil behavior. Wiley, Hoboken
Moayedi H, Mosallanezhad M (2017) Physico-chemical and shrinkage properties of highly organic soil treated with non-traditional additives. Geotech Geol Eng 35:1–11
Moayedi H, Kazemian S, Huat BB (2013) Shear strength parameters of improved peat by chemical stabilizer. Geotech Geol Eng 31(4):1089–1106
Moayedi H, Mosallanezhad M, Nazir R, Kazemian S, Huat BK (2014a) Peaty soil improvement by using cationic reagent grout and electrokintic method. Geotech Geol Eng 32(4):933–947
Moayedi H, Nazir R, Kazemian S, Huat BK (2014b) Microstructure analysis of electrokinetically stabilized peat. Measurement 48:187–194
O’ Kelly BC, Pichan SP (2013) Effects of decomposition on the compressibility of fibrous peat—A review. Geomech Geoeng 8(4):286–296
Raftari M, Rashid AS, Kassim KA, Moayedi H (2014) Evaluation of kaolin slurry properties treated with cement. Measurement 50:222–228
Rashid AS, Kalatehjari R, Noor NM, Yaacob H, Moayedi H, Sing LK (2014) Relationship between liquidity index and stabilized strength of local subgrade materials in a tropical area. Measurement 55:231–237
Rogers C, Boardman D, Papadimitriou G (2006) Stress path testing of realistically cured lime and lime/cement stabilized clay. J Mater Civ Eng 18:259
Said J, Razali I (2009) Peat stabilization with carbide lime. UNIMAS E-J Civ Eng 1(1):1–6
Sathyapriya S, Arumairaj PD (2016) Micro fabric and mineralogical studies on the stabilization of expansive soil using cement industry wastes. Indian J Geo Mar Sci 45(6):807–815
Seco A, Ramirez F, Miqueleiz L, Garcia B (2011) Stabilization of expansive soils for use in construction. Appl Clay Sci 51(3):348–352. doi:10.1016/j.clay.2010.12.027
Sharma AK, Sivapullaiah PV (2016) Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer. Soils Found 56(2):205–212. doi:10.1016/j.sandf.2016.02.004
Thyagaraj T, Rao SM, Suresh PS, Salini U (2012) Laboratory studies on stabilization of an expansive soil by lime precipitation technique. J Mater Civ Eng 24(8):1067–1075. doi:10.1061/(asce)mt.1943-5533.0000483
Wilkinson A, Haque A, Kodikara J, Adamson J, Christie D (2010) Improvement of problematic soils by lime slurry pressure injection: case study. J Geotech Geoenviron Eng 136:1459–1469
Wong LS, Mousavi S, Sobhani S, Kong SY, Birima AH, Pauzi NIM (2016) Comparative measurement of compaction impact of clay stabilized with cement, peat ash and silica sand. Measurement 94:498–504
Yule CM, Gomez LN (2009) Leaf litter decomposition in a tropical peat swamp forest in Peninsular Malaysia. Wetlands Ecol Manage 17(3):231–241
Yulindasari Y (2006) Compressibilty characteristics of fibrous peat soil. PhD Thesis.: Universiti Teknologi Malaysia, Faculty of Civil Engineering
Zha FS, Liu SY, Du YJ, Cui KR (2008) Behavior of expansive soils stabilized with fly ash. Nat Hazards 47(3):509–523. doi:10.1007/s11069-008-9236-4
Zulkifley M, Ng TF, Raj JK, Hashim R, Bakar AFA, Paramanthan S, Ashraf MA (2014) A review of the stabilization of tropical lowland peats. Bull Eng Geol Env 73(3):733–746
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Moayedi, H., Nazir, R. Malaysian Experiences of Peat Stabilization, State of the Art. Geotech Geol Eng 36, 1–11 (2018). https://doi.org/10.1007/s10706-017-0321-x
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DOI: https://doi.org/10.1007/s10706-017-0321-x