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Published in: Innovative Infrastructure Solutions 1/2021

01-03-2021 | Technical paper

Development of expansive soil geopolymer binders for use in waste containment facility

Authors: Jonah Chukwuemeka Agunwamba, Michael Ebie Onyia, Donald Chimobi Nwonu

Published in: Innovative Infrastructure Solutions | Issue 1/2021

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Abstract

Waste containment facilities require liners and covers for safe waste disposal, which can be efficiently achieved using robust green technologies. In the present study, a systematic approach was adopted towards the development of reliable expansive soil geopolymers suitable for waste containment application. Various factors that influence geopolymerisation were considered including the precursor type (PT), precursor content, liquid alkali hydroxide type (LT), activator-to-precursor ratio (A/P) and method of preparation. Multiresponse optimisation for permeability, volumetric shrinkage and unconfined compressive strength was executed to achieve soil geopolymers that satisfy the regulatory requirement as hydraulic barrier materials. This was done using a robust experimental design and the utility concept to prescribe a framework for achieving reliable soil geopolymers. The results obtained show that significant interactions between the factors (PT × LT) and (PT × A/P) affected the response characteristics and consequently the soil geopolymer performance. The aptness of the multiresponse optimisation was confirmed at 95% confidence interval, which revealed that the developed soil geopolymers can be used in waste containment facility under certain conditions. Evidence of the geopolymerisation process was clarified using microstructural analyses. Scanning electron microscopy and energy-dispersive spectroscopy supported the formation of N–A–S–H and K–A–S–H gels. Moreover, diffraction patterns for new minerals such as muscovite and crystobalite were formed, with the disappearance of clay minerals. The presence of aluminosilicate gel binding systems was revealed by Fourier transform infrared spectroscopy. The participation of clay minerals in the geopolymerisation distinguishes the developed expansive soil geopolymer from the conventional geopolymers developed for concrete applications.

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Literature
2.
go back to reference Naeini AS, Gholampoor N, Jahanfar MA (2017) Effect of leachate’s components on undrained shear strength of clay-bentonite liners. Eur J Environ Civ Eng 23:395–408 Naeini AS, Gholampoor N, Jahanfar MA (2017) Effect of leachate’s components on undrained shear strength of clay-bentonite liners. Eur J Environ Civ Eng 23:395–408
4.
go back to reference Bannour H, Barral C, Touze-Foltz N (2015) Altered geosynthetic clay liners: effect on the hydraulic performance of composite liners. Eur J Environ Civ Eng 19:1155–1176 Bannour H, Barral C, Touze-Foltz N (2015) Altered geosynthetic clay liners: effect on the hydraulic performance of composite liners. Eur J Environ Civ Eng 19:1155–1176
5.
go back to reference Benson C, Wang X, Gassner F, Foo D (2008) Hydraulic conductivity of two geosynthetic clay liners permeated with an aluminum residue leachate. GeoAmericas 28:206–218 Benson C, Wang X, Gassner F, Foo D (2008) Hydraulic conductivity of two geosynthetic clay liners permeated with an aluminum residue leachate. GeoAmericas 28:206–218
6.
go back to reference Benson CH, Oren AH, Gates WP (2010) Hydraulic conductivity of two geosynthetic clay liners permeated with a hyperalkaline solution. Geotext Geomembr 28:206–218 Benson CH, Oren AH, Gates WP (2010) Hydraulic conductivity of two geosynthetic clay liners permeated with a hyperalkaline solution. Geotext Geomembr 28:206–218
7.
go back to reference Jo H, Katsumi T, Benson C, Edil T (2001) Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solution. J Geotech Geoenviron Eng 127(7):557–567 Jo H, Katsumi T, Benson C, Edil T (2001) Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solution. J Geotech Geoenviron Eng 127(7):557–567
8.
go back to reference Jo H, Benson CH, Shackelford CD, Lee J, Edil TB (2005) Long term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions. J Geotech Geoenviron Eng 131(4):405–417 Jo H, Benson CH, Shackelford CD, Lee J, Edil TB (2005) Long term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions. J Geotech Geoenviron Eng 131(4):405–417
9.
go back to reference Shackelford C, Sevick G, Eykholt G (2010) Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions. Geotext Geomembr 28(2):206–218 Shackelford C, Sevick G, Eykholt G (2010) Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions. Geotext Geomembr 28(2):206–218
10.
go back to reference Amadi AA, Alih CO (2017) Hydraulic conductivity of modified clay treated with CKD. Environ Geotech 6:26–33 Amadi AA, Alih CO (2017) Hydraulic conductivity of modified clay treated with CKD. Environ Geotech 6:26–33
11.
go back to reference Cokca E, Yilmaz Z (2004) Use of rubber and bentonite added fly ash as liner material. Waste Manag 24(2):153–164 Cokca E, Yilmaz Z (2004) Use of rubber and bentonite added fly ash as liner material. Waste Manag 24(2):153–164
12.
go back to reference Benson CH, Chen JN, Edil TB, Likos WJ (2018) Hydraulic conductivity of compacted soil liners permeated with coal combustion product leachates. J Geotech Geoenviron Eng 144(4):04018011 Benson CH, Chen JN, Edil TB, Likos WJ (2018) Hydraulic conductivity of compacted soil liners permeated with coal combustion product leachates. J Geotech Geoenviron Eng 144(4):04018011
13.
go back to reference Daniel DE, Wu YK (1993) Compacted clay liners and covers for arid sites. J Geotech Eng 119:223–237 Daniel DE, Wu YK (1993) Compacted clay liners and covers for arid sites. J Geotech Eng 119:223–237
14.
go back to reference Federal Register (2015) Hazardous and solid waste management system: disposal of coal combustion residuals from electric utilities; final rules and regulations. Fed Regist 80(74):21302–21501 Federal Register (2015) Hazardous and solid waste management system: disposal of coal combustion residuals from electric utilities; final rules and regulations. Fed Regist 80(74):21302–21501
15.
go back to reference Gleason MH, Daniel DE, Eykholt GR (1997) Calcium and sodium bentonite for hydraulic containment applications. J Geotech Geoenviron Eng 123(5):438–445 Gleason MH, Daniel DE, Eykholt GR (1997) Calcium and sodium bentonite for hydraulic containment applications. J Geotech Geoenviron Eng 123(5):438–445
16.
go back to reference Osinubi KJ (2006) Influence of compactive effort on lime-slag treated tropical black clay. J Mater Civ Eng 18(2):175–181 Osinubi KJ (2006) Influence of compactive effort on lime-slag treated tropical black clay. J Mater Civ Eng 18(2):175–181
17.
go back to reference James AN, Fullerton D, Drake R (1997) Field performance of GCL under ion exchange conditions. J Geotech Geoenviron Eng 123:897–901 James AN, Fullerton D, Drake R (1997) Field performance of GCL under ion exchange conditions. J Geotech Geoenviron Eng 123:897–901
18.
go back to reference Petrov RJ, Rowe RK, Quigley RM (1997) Selected factors influencing GCL hydraulic conductivity. J Geotech Geoenviron Eng 123:683–695 Petrov RJ, Rowe RK, Quigley RM (1997) Selected factors influencing GCL hydraulic conductivity. J Geotech Geoenviron Eng 123:683–695
19.
go back to reference Ruhl J, Daniel DE (1997) Geosynthetic clay liners permeated with chemical solutions and leachates. J Geotech Geoenviron Eng 123:369–381 Ruhl J, Daniel DE (1997) Geosynthetic clay liners permeated with chemical solutions and leachates. J Geotech Geoenviron Eng 123:369–381
20.
go back to reference Shan HY, Lai YJ (2002) Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners. Geotext Geomembr 20:19–38 Shan HY, Lai YJ (2002) Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners. Geotext Geomembr 20:19–38
21.
go back to reference Bonaparte R, Daniel D, Koerner R (2002) Assessment and recommendation for improving the performance of containment systems. Office of Research and Development, US Environmental Protection Agency, Washington, DC Bonaparte R, Daniel D, Koerner R (2002) Assessment and recommendation for improving the performance of containment systems. Office of Research and Development, US Environmental Protection Agency, Washington, DC
22.
go back to reference Bouazza A (2002) Geosynthetic clay liners. Geotext Geomembr 20:3–17 Bouazza A (2002) Geosynthetic clay liners. Geotext Geomembr 20:3–17
23.
go back to reference Hewitt R, Daniel D (1997) Hydraulic conductivity of geosynthetic clay liners after freeze-thaw. J Geotech Geoenviron Eng 123(4):305–313 Hewitt R, Daniel D (1997) Hydraulic conductivity of geosynthetic clay liners after freeze-thaw. J Geotech Geoenviron Eng 123(4):305–313
24.
go back to reference Daniel DE, Koerner R, Bonaparte R, Landreth R, Carson D, Scranton H (1998) Slope stability of geosynthetic clay liner test plots. J Geotech Geoenviron Eng 124(7):628–632 Daniel DE, Koerner R, Bonaparte R, Landreth R, Carson D, Scranton H (1998) Slope stability of geosynthetic clay liner test plots. J Geotech Geoenviron Eng 124(7):628–632
25.
go back to reference Kraus J, Benson CH, Erickson A, Chamberlain E (1997) Freeze-thaw and hydraulic conductivity of bentonite barriers. J Geotech Geoenviron Eng 123(3):229–238 Kraus J, Benson CH, Erickson A, Chamberlain E (1997) Freeze-thaw and hydraulic conductivity of bentonite barriers. J Geotech Geoenviron Eng 123(3):229–238
26.
go back to reference Kashir M, Yanful E (2001) Hydraulic conductivity of bentonite permeated with acid mine drainage. Can Geotech J 38:1034–1048 Kashir M, Yanful E (2001) Hydraulic conductivity of bentonite permeated with acid mine drainage. Can Geotech J 38:1034–1048
27.
go back to reference Lange K, Rowe RK, Jamieson H (2007) Metal retention in geosynthetic clay liners following permeation by different minning solutions. Geosynth Int 14(3):178–187 Lange K, Rowe RK, Jamieson H (2007) Metal retention in geosynthetic clay liners following permeation by different minning solutions. Geosynth Int 14(3):178–187
28.
go back to reference Ackroyd L, Husain R (1986) Residual and lacustrine black cotton cotton soils of north-east Nigeria. Geotechnique 36(1):113–118 Ackroyd L, Husain R (1986) Residual and lacustrine black cotton cotton soils of north-east Nigeria. Geotechnique 36(1):113–118
29.
go back to reference Ikeagwuani CC, Nwonu DC (2019) Emerging trends in expansive soil stabilisation: a review. J Rock Mech Geotech Eng 11:423–440 Ikeagwuani CC, Nwonu DC (2019) Emerging trends in expansive soil stabilisation: a review. J Rock Mech Geotech Eng 11:423–440
30.
go back to reference Nelson JD, Miller DJ (1992) Expansive soil: problems and practice in foundation and pavement engineering. Wiley, New York Nelson JD, Miller DJ (1992) Expansive soil: problems and practice in foundation and pavement engineering. Wiley, New York
31.
go back to reference Osinubi KJ, Nwaiwu CM (2006) Design of compacted lateritic soil liners and covers. J Geotech Geoenviron Eng 132:203–213 Osinubi KJ, Nwaiwu CM (2006) Design of compacted lateritic soil liners and covers. J Geotech Geoenviron Eng 132:203–213
32.
go back to reference Oriola FO, Moses G (2011) Compacted black cotton soil treated with cement kiln dust as hydraulic barrier material. Am J Sci Ind Res 2(4):521–530 Oriola FO, Moses G (2011) Compacted black cotton soil treated with cement kiln dust as hydraulic barrier material. Am J Sci Ind Res 2(4):521–530
33.
go back to reference Amnadnua K, Tangchirapat W, Jaturapitakkul C (2013) Strength, water permeability, and heat evolution of high strength concrete made from the mixture of calcium carbide residue and fly ash. Mater Des 51:894–901 Amnadnua K, Tangchirapat W, Jaturapitakkul C (2013) Strength, water permeability, and heat evolution of high strength concrete made from the mixture of calcium carbide residue and fly ash. Mater Des 51:894–901
34.
go back to reference Arulrajah A, Kua TA, Phetchuay C, Horpibulsuk S, Mahghoolpilehrood F, Disfani MM (2016) Spent coffee grounds-flyash geopolymer used as an embankment structural fill material. J Mater Civ Eng 28(5):04015197 Arulrajah A, Kua TA, Phetchuay C, Horpibulsuk S, Mahghoolpilehrood F, Disfani MM (2016) Spent coffee grounds-flyash geopolymer used as an embankment structural fill material. J Mater Civ Eng 28(5):04015197
35.
go back to reference Bagheri A, Nazari A (2014) Compressive strength of high strength class C fly ash-based geopolymers with reactive granulated blast furnace slag aggregates designed by taguchi method. Mater Des 54:483–490 Bagheri A, Nazari A (2014) Compressive strength of high strength class C fly ash-based geopolymers with reactive granulated blast furnace slag aggregates designed by taguchi method. Mater Des 54:483–490
36.
go back to reference Cheng TW, Chiu JP (2003) Fire-resistant geopolymer produced by granulated blast furnace slag. Mater Eng 16(3):205–210 Cheng TW, Chiu JP (2003) Fire-resistant geopolymer produced by granulated blast furnace slag. Mater Eng 16(3):205–210
37.
go back to reference Duxson P, Provis JL, Lukey GC, Deventer JS (2007) The role of inorganic polymer technology in the development of “green concrete.” Cem Concr Res 37(12):1590–1597 Duxson P, Provis JL, Lukey GC, Deventer JS (2007) The role of inorganic polymer technology in the development of “green concrete.” Cem Concr Res 37(12):1590–1597
38.
go back to reference El Idrissi AC (2019) The development of a global mix design and analysis approach for alkali activated soil reinforcement grouts. Eur J Environ Civ Eng 23(5):645–656 El Idrissi AC (2019) The development of a global mix design and analysis approach for alkali activated soil reinforcement grouts. Eur J Environ Civ Eng 23(5):645–656
39.
go back to reference Hoy M, Rachan R, Horpibulsuk S, Arulrajah A, Mirzababaei M (2017) Effect of wetting–drying cycles on compressive strength and microstructure of recycled asphalt pavement–fly ash geopolymer. Constr Build Mater 144:624–634 Hoy M, Rachan R, Horpibulsuk S, Arulrajah A, Mirzababaei M (2017) Effect of wetting–drying cycles on compressive strength and microstructure of recycled asphalt pavement–fly ash geopolymer. Constr Build Mater 144:624–634
40.
go back to reference Lee WK, Van Deventer JS (2002) The effects of inorganic salt contamination on the strength and durability of geopolymers. Colloids Surf A Physicochem Eng Asp 211:115–126 Lee WK, Van Deventer JS (2002) The effects of inorganic salt contamination on the strength and durability of geopolymers. Colloids Surf A Physicochem Eng Asp 211:115–126
41.
go back to reference Sarkar PK, Kelly S, Yao Z (2014) Effect of fire exposure on cracking, spalling and residual strength of fly ash geopolymer concrete. Mater Des 63:584–592 Sarkar PK, Kelly S, Yao Z (2014) Effect of fire exposure on cracking, spalling and residual strength of fly ash geopolymer concrete. Mater Des 63:584–592
42.
go back to reference Sukmak P, De Silva P, Horpibulsuk S, Chindaprasirt P (2015) Sulfate resistance of clay-portland cement and clay high-calcium fly ash geopolymer. J Mater Civ Eng 27(5):04014158 Sukmak P, De Silva P, Horpibulsuk S, Chindaprasirt P (2015) Sulfate resistance of clay-portland cement and clay high-calcium fly ash geopolymer. J Mater Civ Eng 27(5):04014158
43.
go back to reference Sharma K, Kumar A (2020) Utilization of industrial waste-based geopolymers as a soil stabilizer-a review. Innov Infrastruct Solut 5:1–20 Sharma K, Kumar A (2020) Utilization of industrial waste-based geopolymers as a soil stabilizer-a review. Innov Infrastruct Solut 5:1–20
44.
go back to reference Rios S, Ramos C, da Fonseca AV, Cruz N, Rodrigues C (2017) Mechanical and durability properties of a soil stabilised with an alkali-activated cement. Eur J Environ Civ Eng 23(4):1–23 Rios S, Ramos C, da Fonseca AV, Cruz N, Rodrigues C (2017) Mechanical and durability properties of a soil stabilised with an alkali-activated cement. Eur J Environ Civ Eng 23(4):1–23
45.
go back to reference Murmu AL, Dhole N, Patel A (2018) Stabilisation of black cotton soil for subgrade application using fly ash geopolymer. Road Mater Pavement Des 21:867–885 Murmu AL, Dhole N, Patel A (2018) Stabilisation of black cotton soil for subgrade application using fly ash geopolymer. Road Mater Pavement Des 21:867–885
46.
go back to reference Murmu AL, Jain A, Patel A (2019) Mechanical properties of alkali activated fly ash geopolymer stabilized expansive clay. KSCE J Civ Eng 23(9):3875–3888 Murmu AL, Jain A, Patel A (2019) Mechanical properties of alkali activated fly ash geopolymer stabilized expansive clay. KSCE J Civ Eng 23(9):3875–3888
47.
go back to reference Kumar P, Devendra S (2019) Effect of molarity of geopolymer on cement kiln dust and unground cement clinker admixed black cotton soil. In: Geo-congress 2019 GSP 309 Kumar P, Devendra S (2019) Effect of molarity of geopolymer on cement kiln dust and unground cement clinker admixed black cotton soil. In: Geo-congress 2019 GSP 309
48.
go back to reference Parhi PS, Garanayak L, Mahamaya M, Das SK (2018) Stabilization of an expansive soil using alkali activated fly ash based geopolymer. In: Hoyos LR, McCartney J (eds) Advances in characterization and analysis of expansive soils and rocks, Sustainable civil infrastructures. Springer, Berlin, pp 36–50 Parhi PS, Garanayak L, Mahamaya M, Das SK (2018) Stabilization of an expansive soil using alkali activated fly ash based geopolymer. In: Hoyos LR, McCartney J (eds) Advances in characterization and analysis of expansive soils and rocks, Sustainable civil infrastructures. Springer, Berlin, pp 36–50
49.
go back to reference Phetchuay C, Horpibulsuk S, Arulrajah A, Suksirirpattanapong C, Udomchai A (2016) Strength development in soft marine clay stabilized by fly ash and calcium carbide residue based geopolymer. Appl Clay Sci 127–128:134–142 Phetchuay C, Horpibulsuk S, Arulrajah A, Suksirirpattanapong C, Udomchai A (2016) Strength development in soft marine clay stabilized by fly ash and calcium carbide residue based geopolymer. Appl Clay Sci 127–128:134–142
50.
go back to reference Sukmak P, Sukmak G, Horpibulsuk S, Setkit M, Kassawat S, Arulrajah A (2019) Palm oil fuel ash–soft soil geopolymer for subgrade applications: strength and microstructural evaluation. Road Mater Pavement Des 20(1):110–131 Sukmak P, Sukmak G, Horpibulsuk S, Setkit M, Kassawat S, Arulrajah A (2019) Palm oil fuel ash–soft soil geopolymer for subgrade applications: strength and microstructural evaluation. Road Mater Pavement Des 20(1):110–131
51.
go back to reference Yaghoubi M, Arulrajah A, Disfani MM, Horpibulsuk S, Bo WM, Darmawan S (2018) Effects of industrial by-product based geopolymers on the strength developemnt of a soft soil. Soils Found 58:716–728 Yaghoubi M, Arulrajah A, Disfani MM, Horpibulsuk S, Bo WM, Darmawan S (2018) Effects of industrial by-product based geopolymers on the strength developemnt of a soft soil. Soils Found 58:716–728
52.
go back to reference Yaghoubi M, Arulrajah A, Disfani MM, Horpibulsuk S, Darmawan S, Wang J (2019) Impact of field conditions on the strength development of a geopolymer stabilized marine clay. Appl Clay Sci 167:33–42 Yaghoubi M, Arulrajah A, Disfani MM, Horpibulsuk S, Darmawan S, Wang J (2019) Impact of field conditions on the strength development of a geopolymer stabilized marine clay. Appl Clay Sci 167:33–42
53.
go back to reference Yao J, Qui H, He H, Chen X, Hao G (2020) Experimental research and application of geopolymer in soft soil foundation treatment. In: Tatsouka F, Guler E, Shehata H, Giroud JP (eds) Innovative infrastructure solutions using geosynthetics. Springer, Cham, pp 82–94 Yao J, Qui H, He H, Chen X, Hao G (2020) Experimental research and application of geopolymer in soft soil foundation treatment. In: Tatsouka F, Guler E, Shehata H, Giroud JP (eds) Innovative infrastructure solutions using geosynthetics. Springer, Cham, pp 82–94
54.
go back to reference Du YJ, Yu BW, Liu K, Jiang NJ, Liu MD (2017) Physical, hydraulic and mechanical properties of clayey soil stabilized by lightweight alkali-activated slag geopolymer. J Mater Civ Eng 29(2):04016217 Du YJ, Yu BW, Liu K, Jiang NJ, Liu MD (2017) Physical, hydraulic and mechanical properties of clayey soil stabilized by lightweight alkali-activated slag geopolymer. J Mater Civ Eng 29(2):04016217
55.
go back to reference Nazari A, Khanmohammadi H, Amini M, Hajiallahyari H, Rahimi A (2012) Production geopolymers by portland cement: designing the main parameters’ effects on compressive strength by Taguchi method. Mater Des 41:43–49 Nazari A, Khanmohammadi H, Amini M, Hajiallahyari H, Rahimi A (2012) Production geopolymers by portland cement: designing the main parameters’ effects on compressive strength by Taguchi method. Mater Des 41:43–49
56.
go back to reference Olivia M, Nikraz H (2012) Properties of fly ash geopolymer concrete designed by Taguchi method. Mater Des 36:191–198 Olivia M, Nikraz H (2012) Properties of fly ash geopolymer concrete designed by Taguchi method. Mater Des 36:191–198
57.
go back to reference Riahi S, Nazari A (2012) The effects of nanoparticles on early age compressive strength of ash-based geopolymers. Ceram Int 38:4467–4476 Riahi S, Nazari A (2012) The effects of nanoparticles on early age compressive strength of ash-based geopolymers. Ceram Int 38:4467–4476
58.
go back to reference Derek WB (1982) Analysis for optimal decisions. Wiley, New York Derek WB (1982) Analysis for optimal decisions. Wiley, New York
59.
go back to reference Bosser JL (1991) Quality function deployment—a practioner approach. Marcel Dekker, New Delhi Bosser JL (1991) Quality function deployment—a practioner approach. Marcel Dekker, New Delhi
60.
go back to reference BS 1377 (1990) Method of testing soils for civil engineering purposes. British Standard Institution, London BS 1377 (1990) Method of testing soils for civil engineering purposes. British Standard Institution, London
61.
go back to reference Diop MB, Grutzeck MW, Molez L (2011) Comparing the performances of brick made with natural clay and clay activated by calcination and addition of sodium silicate. Appl Clay Sci 54(2):172–178 Diop MB, Grutzeck MW, Molez L (2011) Comparing the performances of brick made with natural clay and clay activated by calcination and addition of sodium silicate. Appl Clay Sci 54(2):172–178
62.
go back to reference Teerawattanasuk C, Voottipruex P (2018) Comparison between cement and fly ash geopolymer for stabilized marginal lateritic soil as road material. Int J Pavement Eng 20:1–11 Teerawattanasuk C, Voottipruex P (2018) Comparison between cement and fly ash geopolymer for stabilized marginal lateritic soil as road material. Int J Pavement Eng 20:1–11
63.
go back to reference Nwonu DC (2020) Development and application of expansive soil geopolymer binders. Unpublished MEng. Thesis, University of Nigeria Nsukka, Nsukka Nwonu DC (2020) Development and application of expansive soil geopolymer binders. Unpublished MEng. Thesis, University of Nigeria Nsukka, Nsukka
64.
go back to reference Leong HY, Ong DL, Sanjayan JG, Nazari A (2018) Strength development of soil–fly ash geopolymer: assessment of soil, flyash, alkali activators, and water. J Mater Civ Eng 30(8):04018171 Leong HY, Ong DL, Sanjayan JG, Nazari A (2018) Strength development of soil–fly ash geopolymer: assessment of soil, flyash, alkali activators, and water. J Mater Civ Eng 30(8):04018171
65.
go back to reference Roy RK (1990) A primer on Taguchi method. Van Nostrand Reinhold, New York Roy RK (1990) A primer on Taguchi method. Van Nostrand Reinhold, New York
66.
go back to reference Roy RK (2001) Design of experiments using the Taguchi approach; 16 steps to product and process improvement. Wiley, New York Roy RK (2001) Design of experiments using the Taguchi approach; 16 steps to product and process improvement. Wiley, New York
67.
go back to reference Head KH (1994) Manual of soil laboratory testing, vol 2. Pentech, London Head KH (1994) Manual of soil laboratory testing, vol 2. Pentech, London
68.
go back to reference Amadi AA, Eberemu AO (2012) Delineation of compaction criteria for acceptable hydraulic conductivity of lateritic soil–bentonite mixtures designed as landfill liners. Environ Earth Sci 67(4):999–1006 Amadi AA, Eberemu AO (2012) Delineation of compaction criteria for acceptable hydraulic conductivity of lateritic soil–bentonite mixtures designed as landfill liners. Environ Earth Sci 67(4):999–1006
69.
go back to reference Phadke MS (1989) Quality engineering using robust design. P T R Prentice-Hall Inc, New Jersey Phadke MS (1989) Quality engineering using robust design. P T R Prentice-Hall Inc, New Jersey
70.
go back to reference Kumar P, Barua PB, Gaindhar JL (2000) Quality optimization (multi-characteristics) through Taguchi’s technique and utility concept. Qual Reliab Eng Int 16:475–485 Kumar P, Barua PB, Gaindhar JL (2000) Quality optimization (multi-characteristics) through Taguchi’s technique and utility concept. Qual Reliab Eng Int 16:475–485
71.
go back to reference Walia RS, Shan SH, Kumar P (2006) Multi-response optimization of CFAAFM process through Taguchi method and utility concept. Mater Manuf Process 21(8):907–914 Walia RS, Shan SH, Kumar P (2006) Multi-response optimization of CFAAFM process through Taguchi method and utility concept. Mater Manuf Process 21(8):907–914
72.
go back to reference Gupta V, Murthy PN (1982) An introduction to engineering design methods. Tata McGraw-IEII, New Delhi Gupta V, Murthy PN (1982) An introduction to engineering design methods. Tata McGraw-IEII, New Delhi
73.
go back to reference Kumar Y, Singh H (2014) Multi-response optimization in dry turning process using Taguchi’s approach and utility concept. Proceedia Mater Sci 5:2142–2151 Kumar Y, Singh H (2014) Multi-response optimization in dry turning process using Taguchi’s approach and utility concept. Proceedia Mater Sci 5:2142–2151
75.
go back to reference Rawlings JO, Pantula SG, Dickey DA (1998) Applied regression analysis: a research tool. Springer, New York Rawlings JO, Pantula SG, Dickey DA (1998) Applied regression analysis: a research tool. Springer, New York
76.
go back to reference Cioffi R, Maffucci L, Santoro L (2003) Optimization of geopolymer synthesis by calcination and polycondensation of a kaolinitic residue. Resour Conserv Recycl 40:27–38 Cioffi R, Maffucci L, Santoro L (2003) Optimization of geopolymer synthesis by calcination and polycondensation of a kaolinitic residue. Resour Conserv Recycl 40:27–38
77.
go back to reference Davidovits J (1991) Geopolymers. J Therm Anal 37(8):1633–1656 Davidovits J (1991) Geopolymers. J Therm Anal 37(8):1633–1656
78.
go back to reference Duxson P, Provis JL, Lukey GC, Mallicoat SW, Kriven WM, Van Deventer JS (2005) Understanding the relationship between geopolymer composition, microstructure and mechanical properties. Colloids Surf A Physicochem Eng Asp 269(1–3):47–58 Duxson P, Provis JL, Lukey GC, Mallicoat SW, Kriven WM, Van Deventer JS (2005) Understanding the relationship between geopolymer composition, microstructure and mechanical properties. Colloids Surf A Physicochem Eng Asp 269(1–3):47–58
79.
go back to reference Kriven WM, Bell JL (2004) Effect of alkali choice on geopolymer properties. Ceram Eng Sci Proc 25(4):99–104 Kriven WM, Bell JL (2004) Effect of alkali choice on geopolymer properties. Ceram Eng Sci Proc 25(4):99–104
80.
go back to reference Xu H, Van Deventer J (2000) The geopolymerisation of alumino-silicate minerals. Int J Miner Process 59:247–266 Xu H, Van Deventer J (2000) The geopolymerisation of alumino-silicate minerals. Int J Miner Process 59:247–266
84.
go back to reference Bakharev T (2005) Geopolymeric materials prepared using Class F fly ash and elevated temperature curing. Cem Concr Res 35:1224–1232 Bakharev T (2005) Geopolymeric materials prepared using Class F fly ash and elevated temperature curing. Cem Concr Res 35:1224–1232
85.
go back to reference Davidovits J (1982) Mineral polymers and methods of making them. USA Patent 4, 349 and 386 Davidovits J (1982) Mineral polymers and methods of making them. USA Patent 4, 349 and 386
86.
go back to reference Antohi-Trandafir O, Timar-Gabor A, Vulpoi A, Balc R, Longman J, Veres D, Simon S (2018) Luminiscence properties of natural muscovite relevant to optical dating of contaminated quartz samples. Radiat Measur 109:1–7 Antohi-Trandafir O, Timar-Gabor A, Vulpoi A, Balc R, Longman J, Veres D, Simon S (2018) Luminiscence properties of natural muscovite relevant to optical dating of contaminated quartz samples. Radiat Measur 109:1–7
87.
go back to reference Gutierrez-Castorena MC (2018) Pedogenic siliceous features. In: Stoops G, Marcelino V, Mees F (eds) Interpretation of micromorphological features of soils and regoliths. Elsevier, Amsterdam, pp 127–155 Gutierrez-Castorena MC (2018) Pedogenic siliceous features. In: Stoops G, Marcelino V, Mees F (eds) Interpretation of micromorphological features of soils and regoliths. Elsevier, Amsterdam, pp 127–155
88.
go back to reference Zhang Z, Wang H, Provis JL (2012) Quantitative study of the reactivity of fly ash in geopolymerization by FTIR. J Sustain Cem Based Mater 1(4):154–166 Zhang Z, Wang H, Provis JL (2012) Quantitative study of the reactivity of fly ash in geopolymerization by FTIR. J Sustain Cem Based Mater 1(4):154–166
89.
go back to reference Criado M, Palomo A, Fernandez-Jimenez A (2005) Alkai activation of fly ashes. Part 1: effect of curing conditions on the carbonation of the reaction products. Fuel 84:2048–2054 Criado M, Palomo A, Fernandez-Jimenez A (2005) Alkai activation of fly ashes. Part 1: effect of curing conditions on the carbonation of the reaction products. Fuel 84:2048–2054
90.
go back to reference Sharma LK, Sirdesai NN, Sharma KM, Singh TN (2017) Experimental study to examine the independent roles of lime and cement on the stabilization of a mountain soil. Appl Clay Sci 152:183–195 Sharma LK, Sirdesai NN, Sharma KM, Singh TN (2017) Experimental study to examine the independent roles of lime and cement on the stabilization of a mountain soil. Appl Clay Sci 152:183–195
91.
go back to reference Etim KR, Attah IC, Yohanna P (2020) Experimental study on potential of oyster shell ash in structural strength improvement of lateritic soil for road construction. Int J Pavement Res Technol 13:341–351 Etim KR, Attah IC, Yohanna P (2020) Experimental study on potential of oyster shell ash in structural strength improvement of lateritic soil for road construction. Int J Pavement Res Technol 13:341–351
92.
go back to reference Guo X, Wu Y (2017) Characterizing molecular structure of water adsorbed by cellulose nanofiber film using in situ micro-FTIR spectroscopy. J Wood Chem Technol 37:383–392 Guo X, Wu Y (2017) Characterizing molecular structure of water adsorbed by cellulose nanofiber film using in situ micro-FTIR spectroscopy. J Wood Chem Technol 37:383–392
93.
go back to reference Nenadovic SS, Kljajevic LM, Nesic MA, Petkivic MZ, Trivunac KV, Pavlovic VB (2017) Structure analysis of geopolymers synthesized from clay originated from Serbia. Environ Earth Sci 76:79 Nenadovic SS, Kljajevic LM, Nesic MA, Petkivic MZ, Trivunac KV, Pavlovic VB (2017) Structure analysis of geopolymers synthesized from clay originated from Serbia. Environ Earth Sci 76:79
94.
go back to reference Pourakbar S, Asadi A, Huat BK, Cristelo N, Fasihnikoutalab MH (2016) Application of alkai-activated agro-waste reinforced with Wallastonite fibers in soil stabilization. J Mater Civ Eng 29(2):04016206 Pourakbar S, Asadi A, Huat BK, Cristelo N, Fasihnikoutalab MH (2016) Application of alkai-activated agro-waste reinforced with Wallastonite fibers in soil stabilization. J Mater Civ Eng 29(2):04016206
Metadata
Title
Development of expansive soil geopolymer binders for use in waste containment facility
Authors
Jonah Chukwuemeka Agunwamba
Michael Ebie Onyia
Donald Chimobi Nwonu
Publication date
01-03-2021
Publisher
Springer International Publishing
Published in
Innovative Infrastructure Solutions / Issue 1/2021
Print ISSN: 2364-4176
Electronic ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-020-00400-0

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