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Erschienen in: Environmental Earth Sciences 3/2016

01.02.2016 | Original Article

Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat

verfasst von: Nima Latifi, Ahmad Safuan A. Rashid, Aminaton Marto, Mahmood Md Tahir

Erschienen in: Environmental Earth Sciences | Ausgabe 3/2016

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Abstract

The stabilization of soils with additives is a chemical method that can be used to improve soils with weak engineering properties. Although the effects of non-traditional additives on the geotechnical properties of tropical soils have been subject of investigation in recent years, the effects of magnesium chloride (MgCl2) on the macro- and micro-structural characteristics of peat soil have not been fully studied. This study investigates the effect of MgCl2 on the physico-chemical characteristics of tropical peat. Unconfined compression strength tests were performed as an index of soil improvement in treated samples. In addition, the micro-structural characteristics of untreated and treated peat were investigated using various spectroscopic and microscopic techniques such as X-ray diffractometry, energy-dispersive X-ray spectrometry, field emission scanning electron microscopy, Fourier transform infrared spectroscopy, and Brunauer, Emmett, and Teller surface area analysis. From an engineering point of view, the results indicated that the strength of MgCl2-stabilized peat improved significantly. The degree of improvement was approximately six times stronger than untreated peat, after a 7-day curing period. Additionally, the micro-structural study revealed that the stabilization process led to a few changes in the mineralogical, morphological, and molecular characteristics of the selected peat. The pores of the peat were filled by newly formed crystalline compounds known as magnesium aluminate hydrate (M–A–H).

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Literatur
Zurück zum Zitat Acaz A (2011) The effect of magnesium chloride solution on swell, dispersibility and strength characteristics of problematic clay soil (in Turkish with English Abstract). (M.Sc. Thesis) Eskisehir Osmangazi University, Graduate School of Natural and Applied Sciences, Eskisehir Acaz A (2011) The effect of magnesium chloride solution on swell, dispersibility and strength characteristics of problematic clay soil (in Turkish with English Abstract). (M.Sc. Thesis) Eskisehir Osmangazi University, Graduate School of Natural and Applied Sciences, Eskisehir
Zurück zum Zitat Ahmad F, Atemimi YK, Ismail MAM (2013) Evaluation the effects of styrene butadiene rubber addition as a new soil stabilizer on geotechnical properties. Electron J Geotech Eng 18:735–748 Ahmad F, Atemimi YK, Ismail MAM (2013) Evaluation the effects of styrene butadiene rubber addition as a new soil stabilizer on geotechnical properties. Electron J Geotech Eng 18:735–748
Zurück zum Zitat Bell FG (1996) Lime stabilization of clay minerals and soils. Eng Geol 42(4):223–237CrossRef Bell FG (1996) Lime stabilization of clay minerals and soils. Eng Geol 42(4):223–237CrossRef
Zurück zum Zitat Bobet A, Hwang J, Johnston CT, Santagata M (2011) One-dimensional consolidation behavior of cement-treated organic soil. Can Geotech J 48(7):1100–1115CrossRef Bobet A, Hwang J, Johnston CT, Santagata M (2011) One-dimensional consolidation behavior of cement-treated organic soil. Can Geotech J 48(7):1100–1115CrossRef
Zurück zum Zitat British Standard Institution. Methods of test for soils for civil engineering purposes. London, UK, BS 1377-1990: Part 2, 3, 6 and 7, 1990 British Standard Institution. Methods of test for soils for civil engineering purposes. London, UK, BS 1377-1990: Part 2, 3, 6 and 7, 1990
Zurück zum Zitat BSI (1990b) Stabilized materials for civil engineering purposes: part 2, methods of test for cement-stabilized and lime-stabilized materials. BS1924. British Standards Institution, London BSI (1990b) Stabilized materials for civil engineering purposes: part 2, methods of test for cement-stabilized and lime-stabilized materials. BS1924. British Standards Institution, London
Zurück zum Zitat Canada, Environmental (2001) Canadian Environmental Protection Act, 1999: Priority Substance List Assessment Report—Road Salts. Environmental Canada, Hull, Quebec Canada, Environmental (2001) Canadian Environmental Protection Act, 1999: Priority Substance List Assessment Report—Road Salts. Environmental Canada, Hull, Quebec
Zurück zum Zitat Dehghanbanadaki A, Ahmad K, Ali N (2013) Influence of natural fillers on shear strength of cement treated peat. Građevinar 65(07.):633–640 Dehghanbanadaki A, Ahmad K, Ali N (2013) Influence of natural fillers on shear strength of cement treated peat. Građevinar 65(07.):633–640
Zurück zum Zitat Edil TB (2001) Site characterization in peat and organic soils. In: Proceeding of the international conference on in situ measurement of soil properties and case histories, Bali, pp 49–59 Edil TB (2001) Site characterization in peat and organic soils. In: Proceeding of the international conference on in situ measurement of soil properties and case histories, Bali, pp 49–59
Zurück zum Zitat Eisazadeh A, Kassim KA, Nur H (2011) Characterization of phosphoric acid-and lime-stabilized tropical lateritic clay. Environ Earth Sci 63(5):1057–1066CrossRef Eisazadeh A, Kassim KA, Nur H (2011) Characterization of phosphoric acid-and lime-stabilized tropical lateritic clay. Environ Earth Sci 63(5):1057–1066CrossRef
Zurück zum Zitat Eisazadeh A, Kassim KA, Nur H (2012) Stabilization of tropical kaolin soil with phosphoric acid and lime. Nat Hazards 61(3):931–942CrossRef Eisazadeh A, Kassim KA, Nur H (2012) Stabilization of tropical kaolin soil with phosphoric acid and lime. Nat Hazards 61(3):931–942CrossRef
Zurück zum Zitat EUROSOILSTAB (2002) Development of design and construction methods to stabilize soft organic soils: design guide soft soil stabilization. CT97-0351. Industrial & materials technologies program (Brite-EuRam III), European Commission EUROSOILSTAB (2002) Development of design and construction methods to stabilize soft organic soils: design guide soft soil stabilization. CT97-0351. Industrial & materials technologies program (Brite-EuRam III), European Commission
Zurück zum Zitat Fon CL (2010) Stabilization of earth roadbed for road building using probase soil stabilizer. Electron J Geotech Eng 15:1793–1814 Fon CL (2010) Stabilization of earth roadbed for road building using probase soil stabilizer. Electron J Geotech Eng 15:1793–1814
Zurück zum Zitat Gadsen JA (1975) Infrared spectra of minerals and related inorganic compounds. Butterworths, London Gadsen JA (1975) Infrared spectra of minerals and related inorganic compounds. Butterworths, London
Zurück zum Zitat Ganesh I, Bhattacharjee S, Saha BP, Johnson R, Mahajan YR (2001) A new sintering aid for magnesium aluminate spinel. Ceram Int 27(7):773–779CrossRef Ganesh I, Bhattacharjee S, Saha BP, Johnson R, Mahajan YR (2001) A new sintering aid for magnesium aluminate spinel. Ceram Int 27(7):773–779CrossRef
Zurück zum Zitat Goodrich BA, Koski RD, Jacobi WR (2009) Condition of soils and vegetation along roads treated with magnesium chloride for dust suppression. Water Air Soil Pollut 198(1–4):165–188CrossRef Goodrich BA, Koski RD, Jacobi WR (2009) Condition of soils and vegetation along roads treated with magnesium chloride for dust suppression. Water Air Soil Pollut 198(1–4):165–188CrossRef
Zurück zum Zitat Gualtieri ML, Romagnoli M, Pollastri S, Gualtieri AF (2015) Inorganic polymers from laterite using activation with phosphoric acid and alkaline sodium silicate solution: mechanical and microstructural properties. Cem Concr Res 67:259–270CrossRef Gualtieri ML, Romagnoli M, Pollastri S, Gualtieri AF (2015) Inorganic polymers from laterite using activation with phosphoric acid and alkaline sodium silicate solution: mechanical and microstructural properties. Cem Concr Res 67:259–270CrossRef
Zurück zum Zitat Harrison AJW (2008) U.S. Patent No. 7,347,896. U.S. Patent and Trademark Office, Washington Harrison AJW (2008) U.S. Patent No. 7,347,896. U.S. Patent and Trademark Office, Washington
Zurück zum Zitat Hebib S, Farrel ER (2003) Some experiences on the stabilization of Irish peats. Can Geotech J 40(1):107–120CrossRef Hebib S, Farrel ER (2003) Some experiences on the stabilization of Irish peats. Can Geotech J 40(1):107–120CrossRef
Zurück zum Zitat Huat BBK (2004) Organic and peat soils engineering. Universiti Putra Malaysia Press, Selengor Darul Ehson, Malaysia Huat BBK (2004) Organic and peat soils engineering. Universiti Putra Malaysia Press, Selengor Darul Ehson, Malaysia
Zurück zum Zitat Huat BBK, Faisal HA (2007) Ground improvement technology. University Putra Malaysia, p 105 Huat BBK, Faisal HA (2007) Ground improvement technology. University Putra Malaysia, p 105
Zurück zum Zitat Islam MD, Hashim R (2010) Stabilization of peat soil by soil-column technique and settlement of group columns. Int J Phys Sci 5(9):1411–1418 Islam MD, Hashim R (2010) Stabilization of peat soil by soil-column technique and settlement of group columns. Int J Phys Sci 5(9):1411–1418
Zurück zum Zitat Jayaseelan DD, Zhang S, Hashimoto S, Lee WE (2007) Template formation of magnesium aluminate (MgAl2 O4) spinel micro platelets in molten salt. J Eur Ceram Soc 27(16):4745–4749CrossRef Jayaseelan DD, Zhang S, Hashimoto S, Lee WE (2007) Template formation of magnesium aluminate (MgAl2 O4) spinel micro platelets in molten salt. J Eur Ceram Soc 27(16):4745–4749CrossRef
Zurück zum Zitat JCPDS (1995) Index to the powder diffraction file. International Center for Diffraction Data, Swarthmore JCPDS (1995) Index to the powder diffraction file. International Center for Diffraction Data, Swarthmore
Zurück zum Zitat Jianli M, Youcai Z, Jinmei W, Li W (2010) Effect of magnesium oxychloride cement on stabilization/solidification of sewage sludge. Constr Build Mater 24(1):79–83CrossRef Jianli M, Youcai Z, Jinmei W, Li W (2010) Effect of magnesium oxychloride cement on stabilization/solidification of sewage sludge. Constr Build Mater 24(1):79–83CrossRef
Zurück zum Zitat Joshi RC, Natt GS, Wright PJ (1981) Soil improvement by lime-fly ash slurry injection. In: Proceedings of 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm, pp 707–712 Joshi RC, Natt GS, Wright PJ (1981) Soil improvement by lime-fly ash slurry injection. In: Proceedings of 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm, pp 707–712
Zurück zum Zitat Kalantari B, Huat BB (2008) Peat soil stabilization, using ordinary portland cement, polypropylene fibers, and air curing technique. Electron J Geotech Eng Bund J 13:1–13 Kalantari B, Huat BB (2008) Peat soil stabilization, using ordinary portland cement, polypropylene fibers, and air curing technique. Electron J Geotech Eng Bund J 13:1–13
Zurück zum Zitat Katz LE, Rauch AF, Liljestrand HM, Harmon JS, Shaw KS, Albers H (2007) Mechanisms of soil stabilization with liquid ionic stabilizer. Transp Res Rec J Transp Res Board 1757(1):50–57 Katz LE, Rauch AF, Liljestrand HM, Harmon JS, Shaw KS, Albers H (2007) Mechanisms of soil stabilization with liquid ionic stabilizer. Transp Res Rec J Transp Res Board 1757(1):50–57
Zurück zum Zitat Kazemian S, Huat BB, Mohammed TA, Aziz FNA, Moayedi H, Barghchi M (2011a) Influence of peat characteristics on cementation and pozzolanic reactions in the dry mixing method. Arab J Sci Eng 36(7):1189–1202CrossRef Kazemian S, Huat BB, Mohammed TA, Aziz FNA, Moayedi H, Barghchi M (2011a) Influence of peat characteristics on cementation and pozzolanic reactions in the dry mixing method. Arab J Sci Eng 36(7):1189–1202CrossRef
Zurück zum Zitat Kazemian S, Prasad A, Huat BBK, Bolouri BJ, Farah NAA, Ahmed Mohamed T (2011b) Effect of aggressive pH media on peat treated by cement and sodium silicate grout. J Central South Univ Technol 18(3):840–847CrossRef Kazemian S, Prasad A, Huat BBK, Bolouri BJ, Farah NAA, Ahmed Mohamed T (2011b) Effect of aggressive pH media on peat treated by cement and sodium silicate grout. J Central South Univ Technol 18(3):840–847CrossRef
Zurück zum Zitat Kazemian S, Prasad A, Huat BBK, Bolouri BJ, Farah NAA, Thamer AM (2011) Effect of aggressive pH media on peat treated by cement and sodium silicate grout. J Central South Univers Technol 18(3):840–847 Kazemian S, Prasad A, Huat BBK, Bolouri BJ, Farah NAA, Thamer AM (2011) Effect of aggressive pH media on peat treated by cement and sodium silicate grout. J Central South Univers Technol 18(3):840–847
Zurück zum Zitat Ketcham SA, Minsk DL, Blackburn RR, Fleege EJ (1996) Manual of practice for an effective anti-icing program: a guide for highway winter maintenance personnel (report no: FHWA-RD-95-202). A Report Presented to Federal Highway Administration by US Army Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire Ketcham SA, Minsk DL, Blackburn RR, Fleege EJ (1996) Manual of practice for an effective anti-icing program: a guide for highway winter maintenance personnel (report no: FHWA-RD-95-202). A Report Presented to Federal Highway Administration by US Army Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire
Zurück zum Zitat Kogure K, Yamaguchi H, Shogari T (2003) Physical and pore properties of fibrous peat deposit. In: Proceeding of the 11th Southeast Asian, geotechnical conferences, Singapore Kogure K, Yamaguchi H, Shogari T (2003) Physical and pore properties of fibrous peat deposit. In: Proceeding of the 11th Southeast Asian, geotechnical conferences, Singapore
Zurück zum Zitat 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(6):1135–1141CrossRef 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(6):1135–1141CrossRef
Zurück zum Zitat Latifi N, Eisazadeh A, Marto A (2014) Strength behavior and micro-structural characteristics of tropical laterite soil treated with sodium silicate-based liquid stabilizer. Environ Earth Sci 72(1):91–98CrossRef Latifi N, Eisazadeh A, Marto A (2014) Strength behavior and micro-structural characteristics of tropical laterite soil treated with sodium silicate-based liquid stabilizer. Environ Earth Sci 72(1):91–98CrossRef
Zurück zum Zitat Latifi N, Marto A, Eisazadeh A (2015a) Analysis of strength development in non-traditional liquid additive-stabilized laterite soil from macro-and micro-structural considerations. Environ Earth Sci 73(3):1133–1141CrossRef Latifi N, Marto A, Eisazadeh A (2015a) Analysis of strength development in non-traditional liquid additive-stabilized laterite soil from macro-and micro-structural considerations. Environ Earth Sci 73(3):1133–1141CrossRef
Zurück zum Zitat Latifi, N., Marto, A., & Eisazadeh, A (2015b) Physicochemical behavior of tropical laterite soil stabilized with non-traditional additive. Acta Geotech. doi:10.1007/s11440-015-0370-3 Latifi, N., Marto, A., & Eisazadeh, A (2015b) Physicochemical behavior of tropical laterite soil stabilized with non-traditional additive. Acta Geotech. doi:10.​1007/​s11440-015-0370-3
Zurück zum Zitat Marto A, Latifi N, Sohaei H (2013a) Stabilization of laterite soil using GKS soil stabilizer. Electron J Geotech Eng (EJGE) 18:521–532 Marto A, Latifi N, Sohaei H (2013a) Stabilization of laterite soil using GKS soil stabilizer. Electron J Geotech Eng (EJGE) 18:521–532
Zurück zum Zitat Marto A, Moradi R, Helmi F, Latifi N, Oghabi M (2013b) Performance analysis of reinforced stone columns using finite element method. Electron J Geotech Eng 18:315–323 Marto A, Moradi R, Helmi F, Latifi N, Oghabi M (2013b) Performance analysis of reinforced stone columns using finite element method. Electron J Geotech Eng 18:315–323
Zurück zum Zitat Marto A, Latifi N, Eisazadeh A (2014) Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arab J Sci Eng 39(10):6949–6958CrossRef Marto A, Latifi N, Eisazadeh A (2014) Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arab J Sci Eng 39(10):6949–6958CrossRef
Zurück zum Zitat Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. Wiley, New York Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. Wiley, New York
Zurück zum Zitat Moayedi H, Asadi A, Huat BBK, Moayedi F (2011) Optimizing stabilizers enhanced electrokinetic environment to improve physicochemical properties of highly organic soil. Int J Electrochem Sci 6(5):1277–1293 Moayedi H, Asadi A, Huat BBK, Moayedi F (2011) Optimizing stabilizers enhanced electrokinetic environment to improve physicochemical properties of highly organic soil. Int J Electrochem Sci 6(5):1277–1293
Zurück zum Zitat Moayedi H, Kazemian S, Huat BB (2013) Shear strength parameters of improved peat by chemical stabilizer. Geotech Geol Eng 31(4):1089–1106CrossRef Moayedi H, Kazemian S, Huat BB (2013) Shear strength parameters of improved peat by chemical stabilizer. Geotech Geol Eng 31(4):1089–1106CrossRef
Zurück zum Zitat Moayedi H, Mosallanezhad M, Nazir R, Kazemian S, Huat BK (2014) Peaty soil improvement by using cationic reagent grout and electrokintic method. Geotech Geol Eng 32(4):933–947CrossRef Moayedi H, Mosallanezhad M, Nazir R, Kazemian S, Huat BK (2014) Peaty soil improvement by using cationic reagent grout and electrokintic method. Geotech Geol Eng 32(4):933–947CrossRef
Zurück zum Zitat Moayedi H, Nazir R, Kassim KA, Huat BK (2014b) Measurement of the electrokinetic properties of peats treated with chemical solutions. Measurement 49:289–295CrossRef Moayedi H, Nazir R, Kassim KA, Huat BK (2014b) Measurement of the electrokinetic properties of peats treated with chemical solutions. Measurement 49:289–295CrossRef
Zurück zum Zitat Moayedi H, Mosallanezhad M, Nazir R, Kazemian S, Huat BK (2014) Peaty soil improvement by using cationic reagent grout and electrokintic method. Geotechn Geol Eng 1–15 Moayedi H, Mosallanezhad M, Nazir R, Kazemian S, Huat BK (2014) Peaty soil improvement by using cationic reagent grout and electrokintic method. Geotechn Geol Eng 1–15
Zurück zum Zitat Nixon WA, Williams AD (2001) A guide for selecting anti-icing chemicals version 1.0 (report no: 420). In: A Technical Report Prepared by Hydroscience and Engineering Department of University of Iowa, Iowa City Nixon WA, Williams AD (2001) A guide for selecting anti-icing chemicals version 1.0 (report no: 420). In: A Technical Report Prepared by Hydroscience and Engineering Department of University of Iowa, Iowa City
Zurück zum Zitat Pal S, Bandyopadhyay AK, Mukherjee S, Samaddar BN, Pal PG (2010a) Function of magnesium aluminate hydrate and magnesium nitrate as MgO addition in crystal structure and grain size control of α-Al2O3 during sintering. Bull Mater Sci 33(1):55–63CrossRef Pal S, Bandyopadhyay AK, Mukherjee S, Samaddar BN, Pal PG (2010a) Function of magnesium aluminate hydrate and magnesium nitrate as MgO addition in crystal structure and grain size control of α-Al2O3 during sintering. Bull Mater Sci 33(1):55–63CrossRef
Zurück zum Zitat Pal S, Bandyopadhyay AK, Mukherjee S, Samaddar BN, Pal PG (2010b) Effect of agglomeration during coprecipitation: delayed spinellization of magnesium aluminate hydrate. Bull Mater Sci 33(4):451–456CrossRef Pal S, Bandyopadhyay AK, Mukherjee S, Samaddar BN, Pal PG (2010b) Effect of agglomeration during coprecipitation: delayed spinellization of magnesium aluminate hydrate. Bull Mater Sci 33(4):451–456CrossRef
Zurück zum Zitat Petry TM, Little DN (2002) Review of stabilization of clays and expansive soils in pavements and lightly loaded structures—history, practice, and future. In: Perspectives in civil engineering: commemorating the 150th anniversary of the American society of civil engineers, pp 307–320 Petry TM, Little DN (2002) Review of stabilization of clays and expansive soils in pavements and lightly loaded structures—history, practice, and future. In: Perspectives in civil engineering: commemorating the 150th anniversary of the American society of civil engineers, pp 307–320
Zurück zum Zitat Quantachrome Corporation (2007) Autosorb-1 series Manual. 1008 07101 REV. A Quantachrome Corporation (2007) Autosorb-1 series Manual. 1008 07101 REV. A
Zurück zum Zitat Sukmak P, Horpibulsuk S, Shen SL, Chindaprasirt P, Suksiripattanapong C (2013) Factors influencing strength development in clay-fly ash geopolymer. Constr Build Mater 47:1125–1136CrossRef Sukmak P, Horpibulsuk S, Shen SL, Chindaprasirt P, Suksiripattanapong C (2013) Factors influencing strength development in clay-fly ash geopolymer. Constr Build Mater 47:1125–1136CrossRef
Zurück zum Zitat Thenoux G, Vera S (2002) Evaluación de la efectividad del cloruro de magnesio hexahidratado (Bischofita) como estabilizador químico de capas de rodadura granulares. Materiales de Construcción 52(265):5–22CrossRef Thenoux G, Vera S (2002) Evaluación de la efectividad del cloruro de magnesio hexahidratado (Bischofita) como estabilizador químico de capas de rodadura granulares. Materiales de Construcción 52(265):5–22CrossRef
Zurück zum Zitat Tingle JS, Newman JK, Larson SL, Weiss CA, Rushing JF (2007) Stabilization mechanisms of nontraditional additives. Transp Res Rec J Transp Res Board 1989(1):59–67CrossRef Tingle JS, Newman JK, Larson SL, Weiss CA, Rushing JF (2007) Stabilization mechanisms of nontraditional additives. Transp Res Rec J Transp Res Board 1989(1):59–67CrossRef
Zurück zum Zitat Transportation Research Board (1991) Special report 235: highway deicing, comparing salt and calcium magnesium acetate. Committee on the comparative cost of rock salt and calcium magnesium acetate (CMA) for highway deicing. National Research Council, Washington Transportation Research Board (1991) Special report 235: highway deicing, comparing salt and calcium magnesium acetate. Committee on the comparative cost of rock salt and calcium magnesium acetate (CMA) for highway deicing. National Research Council, Washington
Zurück zum Zitat Turkoz M, Savas H, Acaz A, Tosun H (2014) The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics. Appl Clay Sci 101:1–9CrossRef Turkoz M, Savas H, Acaz A, Tosun H (2014) The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics. Appl Clay Sci 101:1–9CrossRef
Zurück zum Zitat 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 136:1459–1469CrossRef 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 136:1459–1469CrossRef
Zurück zum Zitat Wong S, Roslan H, Faisal A (2008) Strength and permeability of peat soil. J Appl Sci 8(15):1–5 Wong S, Roslan H, Faisal A (2008) Strength and permeability of peat soil. J Appl Sci 8(15):1–5
Zurück zum Zitat Wong S, Roslan H, Faisal A (2011) Unconfined compressive strength characteristics of stabilized peat. Sci Res Essays 6(9):1915–1921 Wong S, Roslan H, Faisal A (2011) Unconfined compressive strength characteristics of stabilized peat. Sci Res Essays 6(9):1915–1921
Zurück zum Zitat Yilmaz I, Civelekoglu B (2009) Gypsum: an additive for stabilization of swelling clay soils. Appl Clay Sci 44(1):166–172CrossRef Yilmaz I, Civelekoglu B (2009) Gypsum: an additive for stabilization of swelling clay soils. Appl Clay Sci 44(1):166–172CrossRef
Metadaten
Titel
Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
verfasst von
Nima Latifi
Ahmad Safuan A. Rashid
Aminaton Marto
Mahmood Md Tahir
Publikationsdatum
01.02.2016
Verlag
Springer Berlin Heidelberg
Erschienen in
Environmental Earth Sciences / Ausgabe 3/2016
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-015-4788-6

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