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Assessment of compressive strength, durability, and erodibility of quarry dust-based geopolymer cement stabilized expansive soil

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Abstract

The effect of quarry dust-based geopolymer cement on the compressive strength, erodibility, and durability potential of expansive soils has been studied under laboratory conditions. The particular interest was on the geopolymer cement treatment of soils subgrade under hydraulically bound environments. Lateritic soils, which form the compacted foundation of pavements, tend to swell upon contact with moisture and shrink during the drying periods. These two factors affect the response and overtime performance of foundation infrastructure. On the other hand, underground and side rail surface flows affect badly constructed pavements by eroding dislodged foundation materials. However, the need to study the erodibility response of the foundation materials exposed to moisture movements has given rise to the present study. The soils classified as A-7–6, A-7–5, and A-7–5 soils according to AASHTO classification, which are highly plastic and expansive were treated with 10–120% by dry weight of soil and the effect on the compressive strength and durability was studied. Conversely, 10–150% by dry weight was used to study the erodibility response of the treated soils. Both treated frequencies were done at the rate of 10%. The treatment protocol showed that the geopolymer cement (GPC) consistently improved the compressive strength, erodibility, and durability of the treated soils. The results have shown that the green cement has improved the properties of the compacted earth utilized under moisture-bound environment and show the potential to be used as an alternative and sustainable binder for earthworks.

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References

  • Abdel-Gawwadm HA, Abo-El-Enein SA (2016) A novel method to produce dry polymer cement powder. HBRC J 12:13–24. https://doi.org/10.1016/j.hbrcj.2014.06.0018

    Article  Google Scholar 

  • Akbari H, Mensah-Biney R, Simms J (2015) Production of geopolymer binder from coal fly ash to make cement-less concrete. In: World of Coal Ash (WOCA) conference in Nasvhille, TN-May 5–7 (Online)

  • American Administration for State Highway Officials (1993) Guide for design of pavement structures. AASHTO, California

    Google Scholar 

  • American Administration of State Highway and Transportation Officials (2014) Standard method of test for compressive strength of cylindrical concrete specimens: T 22–03. AASHTO, Washington

    Google Scholar 

  • American Standard for Testing and Materials (ASTM) C618 (1978) Specification for Pozzolanas. ASTM International, Philadelphia

    Google Scholar 

  • American Standard for Testing and Materials (ASTM) D 2166-91 (1995) Test method for unconfined compressive strength of cohesive soils. ASTM International, Philadelphia

    Google Scholar 

  • Aneke FI, Mohamed MH, Azza M (2019a) Evaluation of subgrade resilient modulus from unsaturated CBR test. In: Hoyos L, McCartney J (eds) Novel issues on unsaturated soil mechanics and rock engineering: GeoMEast 2018: Sustainable civil infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-01935-8_5

    Chapter  Google Scholar 

  • Aneke FI, Mohamed MH, Azza M (2019b) Swelling stress effects on shear strength resistance of subgrades. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1656445

    Article  Google Scholar 

  • Aneke FI, Mohamed MH, Azza M (2019c) Resilient modulus and microstructure of unsaturated expansive subgrade stabilized with activated fly ash. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1656919

    Article  Google Scholar 

  • Aneke FI, Okonta FN, Ntuli F (2015) Geotechnical properties of marginal highway backfill stabilized with activated fly ash. PhD Thesis, Department of Civil Engineering Science and Built Environment. University of Johannesburg, Gauteng, South Africa

  • Arioz O, Tuncan M, Arioz E, Kilinc K (2006) Geopolymer: a new generation construction material. In: 31st Conference on our world in concrete and structures: 16–17 August, Singapore (Online)

  • Bromley L, Hadfield D (2017) Geotechnical asset management: how structural engineers can exploit geo-polymer injection technology. URETEK Technical Report (Online)

  • BS 1377-2, 3 (1990) Methods of testing soils for civil engineering purposes. British Standard Institute, London

    Google Scholar 

  • BS 1924 (1990) Methods of tests for stabilized soil. British Standard Institute, London

    Google Scholar 

  • BS 5930 (2015) Methods of soil description. British Standard Institute, London

    Google Scholar 

  • Davidovits J (2013) Geopolymer cement a review. Institute Geopolymer, Saint-Quentin

    Google Scholar 

  • Fedrigo W, Nunez WP, Kleinert TR, Matuella MF, Ceratti JAP (2017) Strength, shrinkage, erodibility and capillary flow characteristics of cement-treated recycled pavement materials. Int J Pavement Res Technol 10:393–402. https://doi.org/10.1016/j.ijprt.2017.06.001

    Article  Google Scholar 

  • Fwa TF (2006) The handbook of highway engineering. Tailor and Francis, New York

    Google Scholar 

  • Gidigasu MD, Dogbey JLK (1980) Geotechnical characterization of laterized decomposed rocks for pavement construction in dry sub-humid environment. In: 6th South East Asian conference on soil engineering, Taipei, vol 1, pp 493–506

  • Hamidi RM, Man Z, Azizli KA (2016) Concentration of NaOH and the effect on the properties of fly ash based geopolymer. In: 4th International Conference of process engineering and advanced materials; procedia engineering, vol 148, pp 189–193. http://doi.org/https://doi.org/10.1016/j.proeng.2016.06.568

  • Hoy M, Horpibulsuk S, Rachan R, Chinkulkijniwat A, Arulrajah A (2016) Recycled asphalt pavement–fly ash geopolymers as a sustainable pavement base material: strength and toxic leaching investigations. Sci Total Environ 573:19–26

    Google Scholar 

  • Manual of Contract documents for Highway Works: volume 1: (Amendment: November 2007). Series800: road pavements; unbound, cement and other hydraulically bound mixtures. Highways Agency

  • Nigeria General Specification/Federal Ministry of Works and Housing (1997) Testing for the selection of soil for roads and bridges, vol 2. Federal Ministry of Works and Housing

    Google Scholar 

  • Nikolov A, Rostovsky I, Nugteren H (2017) Geopolymer materials based on natural zeolite. Case Stud Constr Mater 6:198–205. https://doi.org/10.1016/j.cscm.2017.03.001

    Article  Google Scholar 

  • Noraida BR, Norazzlina BMS, Abdul RBAK (2015) Strength and durability effect on stabilized subgrade soil. J Civ Eng Sci Technol 7(1):9–19

    Google Scholar 

  • Onyelowe KC (2011) Geosynthetics and Geotechnical properties of soil in a developing country: a lesson for Nigeria. Electron J Geotech Eng 16:1481–1487 (ISSN: 1089-3032)

    Google Scholar 

  • Onyelowe KC (2012a) Bearing capacity of footing on slope by variational calculus. Res J Eng Appl Sci 1(1):12–18

    Google Scholar 

  • Onyelowe KC (2012b) Soil stabilization techniques and procedures; a clue for the developing world-Nigeria. Glob J Eng Technol 5(1):65–69

    Google Scholar 

  • Onyelowe KC (2012c) Geochemistry of soil stabilization. ARPN J Earth Sci 1(2):32–35

    Google Scholar 

  • Onyelowe KC (2013) Effect of water content on the shear strength of Amaoba lateritic soil. Int J Res Civ Eng Archit Des 1(1):1–10

    Google Scholar 

  • Onyelowe KC (2015) Index study of the perception of contractors and consultants on the causes of road pavement failure in South-Eastern Nigeria. Umudike J Eng Technol 1(2):8–14

    Google Scholar 

  • Onyelowe KC (2016a) Kaolin stabilization of olokoro lateritic soil using bone ash as admixture. Int J Constr Res Civ Eng 2(1):1–9

    Google Scholar 

  • Onyelowe KC (2016b) Effect of temperature changes on the unconfined compressive strength of OPC stabilized engineering soil with palm bunch ash PBA as admixture. IISTE J Civ Environ Res 8(3):20–27

    Google Scholar 

  • Onyelowe KC (2016c) Effect of coconut shell husk ash and palm kernel shell husk ash on the grading and consistency behaviour of pozzolan stabilized oboro lateritic soil. IISTE J Civ Environ Res 8(3):55–63

    Google Scholar 

  • Onyelowe KC (2017a) Local nanostructured ashes synthesized by incineration, pulverization and spectrophotometric characterization of solid wastes ashes for use as admixtures in soil stabilization. Int J Sustain Constr Eng Technol 7(2):50–64 (ISSN: 2180-3242)

    Google Scholar 

  • Onyelowe KC (2017b) Nanosized palm bunch ash (NPBA) stabilisation of lateritic soil for construction purposes. Int J Geotech Eng. https://doi.org/10.1080/19386362.2017.1322797

    Article  Google Scholar 

  • Onyelowe KC (2017c) Nanostructured waste paper ash stabilization of lateritic soils for pavement base construction purposes. Electron J Geotech Eng 22(09):3633–3647

    Google Scholar 

  • Onyelowe KC (2017d) Solid wastes management (SWM) in Nigeria and their utilization in the environmental geotechnics as an Entrepreneurial Service Innovation (ESI) for sustainable development. Int J Waste Resour 7:282 (ISSN: 2252-5211)

    Google Scholar 

  • Onyelowe KC (2017e) Nanosized waste paper ash stabilization of lateritic soil for pavement construction purposes. In: Proceedings of the 2017 annual conference on engineering for self-reliance of the School of Engineering and Engineering Technology (SEET), The Federal University of Technology, Akure, Nigeria, 11–13 July, 2017

  • Onyelowe KC (2017f) Mathematical advances in soil bearing capacity. Electron J Geotech Eng 22(12):4735–4743

    Google Scholar 

  • Onyelowe KC (2017g) The menace of the geo-environmental hazard caused by gully erosion in Abia State, Nigeria. Environ Technol Innov 8:343–348. https://doi.org/10.1016/j.eti.2017.08.006

    Article  Google Scholar 

  • Onyelowe KC (2017h) Nanostructured waste paper ash treated lateritic soil and its California Bearing Ratio optimization. Glob J Technol Optim. https://doi.org/10.4172/2229-8711.1000220

    Article  Google Scholar 

  • Onyelowe KC (2017i) Renewable energy by-products (REB) adaptation successes in environmental geotechnics: a review. J Fundam Renew Energy Appl 7:239. https://doi.org/10.4172/20904541.1000239

    Article  Google Scholar 

  • Onyelowe KC (2018) Kaolin soil and its stabilization potentials as nanostructured cementitious admixture for geotechnics purposes. Int J Pavement Res Technol. https://doi.org/10.1016/j.ijprt.2018.03.001 (In Press)

    Article  Google Scholar 

  • Onyelowe KC, Agunwamba JC (2011) Variational solution of the critical normal stress distribution of footing on slope. J Emerg Trends Eng Appl Sci 5:826–834 (ISSN: 2141-7016)

    Google Scholar 

  • Onyelowe KC, Agunwamba JC (2012a) Conformal mapping and Swartz-Christophel transformation of the critical normal stress distribution of footing on slope. Int J Civ Eng Technol 3(1):128–135

    Google Scholar 

  • Onyelowe KC, Agunwamba JC (2012b) Geotechnical examination of the geophysical properties of Olokoro lateritic soil for road works. Niger J Technol 31(3):397–400

    Google Scholar 

  • Onyelowe KC, Maduabuchi MN (2017a) Palm bunch management and disposal as solid waste and the stabilization of Olokoro lateritic soil for road construction purposes in Abia State, Nigeria. Int J Waste Resour. https://doi.org/10.4172/2252-5211.1000279

    Article  Google Scholar 

  • Onyelowe KC, Maduabuchi MN (2017b) Renewable energy application successes in environmental geotechnics. In: Proceedings of the 18th international conference and 38th AGM of the Nigerian Institute of Agricultural Engineers (NIAE), Umudike, 3rd to 5th of October, 2017, pp 32–39

  • Onyelowe KC, Maduabuchi MN (2017c) Gully erosion at Amuzukwu-Ibeku, Umuahia, Abia State; a review. In: Proceedings of the 18th international conference and 38th AGM of the Nigerian Institute of Agricultural Engineers (NIAE), Umudike, 3rd to 5th of October, 2017, pp 483–485

  • Onyelowe KC, Ogwo NU (2016) T-Test hypothetical analysis of the causes of traffic congestion in Umuahia Metropolis. Int J Innov Stud Sci Eng Technol 2(1):23–30

    Google Scholar 

  • Onyelowe KC, Okafor FO (2012a) A comparative review of soil modification methods. ARPN J Earth Sci 1(2):36–41

    Google Scholar 

  • Onyelowe KC, Okafor FO (2012b) Portland cement/quarry dust improvement of Olokoro laterite for road base. World J Eng Sci 1(4):133–143

    Google Scholar 

  • Onyelowe KC, Okafor FO (2015) Review of the synthesis of nano-sized ash from local waste for use as admixture or filler in engineering soil stabilization and concrete production. J Environ Nanotechnol 4(4):23–27

    Google Scholar 

  • Onyelowe KC, Onuoha IC (2016) Ordinary Portland cement stabilization of Amaoba-Umuahia lateritic soil using snail shell ash, SSA as admixture. Int J Innov Stud Sci Eng Technol 2(1):6–12

    Google Scholar 

  • Onyelowe KC, Ubachukwu OA (2015) Stabilization of Olokoro-Umuahia lateritic soil using palm bunch ash (PBA) as admixture. Umudike J Eng Technol 1(2):67–77

    Google Scholar 

  • Onyelowe KC, Van DB (2018a) Durability of nanostructured biomasses ash (NBA) stabilized expansive soils for pavement foundation. Int J Geotech Eng. https://doi.org/10.1080/19386362.2017.1422909

    Article  Google Scholar 

  • Onyelowe KC, Van DB (2018b) Predicting subgrade stiffness of nanostructured palm bunch ash stabilized lateritic soil for transport geotechnics purposes. J GeoEng Taiwan Geotech Soc. http://140.118.105.174/jge/index.php(In press)

  • Onyelowe KC, Van DB (2018c) Structural analysis of consolidation settlement behaviour of soil treated with alternative cementing materials for foundation purposes. Environ Technol Innov 11:125–141. https://doi.org/10.1016/j.eti.2018.05.005

    Article  Google Scholar 

  • Onyelowe KC, Okafor FO, Nwachukwu DG (2012) Geophysical use of quarry dust (as admixture) as applied to soil stabilization and modification-a review. ARPN J Earth Sci 1(1):6–8

    Google Scholar 

  • Onyelowe KC, Ubachukwu OA, Onuoha IC, Ikpa C, Umoren P (2016) Comparison between the strength characteristics of pozzolan stabilized lateritic soil of coconut shell husk ash and palm kernel shell husk ash admixtures. Am Res J Civ Struct Eng 1(1):1–8

    Google Scholar 

  • Onyelowe KC, Onuoha IC, Ikpemo OC, Okafor FO, Maduabuchi MN, Kalu-Nchere J, Aguwa P (2017a) Nanostructured clay (NC) and the stabilization of lateritic soil for construction purposes. Electron J Geotech Eng 22(10):4177–4196

    Google Scholar 

  • Onyelowe KC, Ubachukwu OA, Ikpemo OC, Okafor FO (2017b) Assessment of granular soil failure at the water borehole depth in south Eastern Nigeria by discrete and finite element methods. In: Shehata H, Rashed Y (eds) Numerical analysis of nonlinear coupled problems. Proceedings of the 1st GeoMEast July 15–19, 2017 international congress and exhibition, Egypt sustainable civil infrastructures: innovative infrastructure geotechnology, Springer, pp 195–202. https://doi/org/https://doi.org/10.1007/978-3-319-61905-7_17

  • Onyelowe KC, Ekwe NP, Okafor FO, Onuoha IC, Maduabuchi MN, Eze GT (2017c) Investigation of the stabilization potentials of nanosized-waste tyre ash (NWTA) as admixture with lateritic soil in Nigeria. Umudike J Eng Technol 3(1):26–35

    Google Scholar 

  • Onyelowe KC, Van Bui D, Ikpemo OC, Ubachukwu OA, Van Nguyen M (2018a) Assessment of rainstorm induced sediment deposition, gully development at Ikot Ekpene, Nigeria and the devastating effect on the environment. Environ Technol Innov 10:194–207. https://doi.org/10.1016/j.eti.2018.02.008

    Article  Google Scholar 

  • Onyelowe KC, Van DB, Van MN (2018b) Swelling potential, shrinkage and durability of cemented and uncemented lateritic soils treated with CWC base geopolymer. Int J Geotech Eng. https://doi.org/10.1080/19386362.2018.1462606

    Article  Google Scholar 

  • Onyelowe KC, Onwa KC, Uwanuakwa I (2018c) Predicting the behaviour of stabilized lateritic soils treated with green crude oil (GCO) by analysis of variance approaches. Int J Min Geo Eng 53:167–175. https://doi.org/10.22059/ijmge.2017.240176.594690

    Article  Google Scholar 

  • Onyelowe KC, Van DB, Dao-Phuc L, Onyelowe F, Ikpa C, Ezugwu C, Salahudeen AB, Maduabuchi M, Obimba-Wogu J, Ibe K, Ihenna L (2020) Evaluation of index and compaction properties of lateritic soils treated with quarry dust based geopolymer cement for subgrade purpose. Epitőanyag 72(1):12–15. https://doi.org/10.14832/epitoanyag-jsbcm.2020.2

    Article  Google Scholar 

  • Onyelowe KC, Onyia ME, Van Bui D, Firoozi AA, Uche OA, Kumari S, Oyagbola I, Amhadi T, Dao-Phuc L (2021a) Shrinkage parameters of modified compacted clayey soil for sustainable earthworks. JurnalKejuruteraan 33(1):137–144. https://doi.org/10.17576/jkukm-2020-33(1)-13

    Article  Google Scholar 

  • Onyelowe KC, Onyia ME, Nguyen-Thi D, Van Bui D, Onukwugha E, Baykara H, Obianyo II, Dao-Phuc L, Ugwu HU (2021b) Swelling potential of clayey soil modified with rice husk ash activated by calcination for pavement underlay by Plasticity Index Method (PIM). Adv Mater Sci Eng. https://doi.org/10.1155/2021/6688519

    Article  Google Scholar 

  • Onyelowe KC, Van DB, Idrees MO, Onyelowe FDA, Amhadi T, Sosa F, Eberemu A, Salahudeen AB, Osinubi K, Orji F, Igboayaka C, Ikpa C, Van-Nguyen M, Ugorji B, Ibe K, Nguyen Xuan X (2021c) An experimental study on compaction behaviour of lateritic soils treated with quarry dust based geopolymer cement. J Solid Waste Technol Manag 47(1):104–119

    Google Scholar 

  • Phummiphan I, Horpibulsuk S, Sukmak P, Chinkulkijniwat A, Arulrajah A, Shen SL (2016) Stabilisation of marginal lateritic soil using high calcium fly ash-based geopolymer. Road Mater Pavement Des. https://doi.org/10.1080/14680629.2015.1132632

    Article  Google Scholar 

  • Roads and Maritime Services (2012) Erodibility of stabilised road construction materials: test method T186. Roads and Maritime Service, New South Wales

    Google Scholar 

  • Shen SL, Wang ZF, Horpibulsuk S, Kim YH (2013a) Jet-Grouting with a newly developed technology: the twin-jet method. Eng Geol 152(1):87–95. https://doi.org/10.1016/j.enggeo.2012.10.018

    Article  Google Scholar 

  • Shen SL, Wang ZF, Yang J, Ho CE (2013b) Generalized approach for prediction of jet grout column diameter. J Geotech Geoenviron Eng 139(12):2060–2069. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000932

    Article  Google Scholar 

  • Shen SL, Wang ZF, Cheng WC (2017) Estimation of lateral displacement induced by jet grouting in clayey soils. Geotech ICE 67(7):621–630. https://doi.org/10.1680/geot./16-P-159

    Article  Google Scholar 

  • Skvara F, Jilek T, Kopecky L (2005) Geopolymer materials based on fly ash. Ceram Silik 49(3):195–204

    Google Scholar 

  • Soosan TG, Sridharan A, Jose BT, Abraham BM (2005) Utilization of quarry dust to improve the geotechnical properties of soils in highway construction. ASTM Geotech Test J 28(3):1–10

    Google Scholar 

  • Srinivasan K, Sivakumar A (2013) Geopolymer binders: a need for future concrete construction. ISRN Polym Sci. https://doi.org/10.1155/2013/509185

    Article  Google Scholar 

  • Van DB, Onyelowe KC (2018) Adsorbed complex and laboratory geotechnics of quarry dust (QD) stabilized lateritic soils. Environ Technol Innov 10:355–368. https://doi.org/10.1016/j.eti.2018.04.005

    Article  Google Scholar 

  • Van DB, Chinkulkijniwat A, Horpibulsuk S, Yubonchit S, Udomchai A, Limrat I, Le Tuan A, Tien HP, Onyelowe K (2017) The flow response of reinforced Earth structures utilized fine-grained poorly draining materials as backfill. In: Tran-Nguyen H (eds.) Proceedings of the 4th Congrès International de Géotechnique—Ouvrages—structures, lecture notes in civil engineering, vol 8, Springer, pp 598–609. https://doi.org/10.1007/978-981-10-6713-6_59

  • Van DB, Onyelowe KC, Van-Nguyen M (2018) Capillary rise, suction (absorption) and the strength development of HBM treated with QD base geopolymer. Int J Pavement Res Technol. https://doi.org/10.1016/j.ijprt.2018.04.003

    Article  Google Scholar 

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Authors and Affiliations

  1. Department of Civil and Mechanical Engineering, Kampala International University, Kampala, Uganda

    Kennedy Chibuzor Onyelowe

  2. Department of Civil Engineering, Faculty of Engineering, University of Nigeria, Nsukka, Nigeria

    Michael E. Onyia

  3. Geotechnical and Geoenvironmental Research Group, College of Agriculture, Engineering and Science, Howard College Campus, University of KwaZulu-Natal, Durban, Republic of South Africa

    Frank I. Aneke

  4. Faculty of Civil Engineering, and Research Group of Geotechnical Engineering, Construction Materials and Sustainability, Hanoi University of Mining and Geology, Hanoi, Vietnam

    Duc Bui-Van

  5. Department of Civil and Environmental Engineering, College of Engineering and Technology, Brigham Young University, 368 CB, Provo, UT, 84602, USA

    Kyle M. Rollins

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  1. Kennedy Chibuzor Onyelowe
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Onyelowe, K.C., Onyia, M.E., Aneke, F.I. et al. Assessment of compressive strength, durability, and erodibility of quarry dust-based geopolymer cement stabilized expansive soil. Multiscale and Multidiscip. Model. Exp. and Des. 5, 81–90 (2022). https://doi.org/10.1007/s41939-021-00104-7

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