Abstract
This research evaluates the stress–strain behavior of soil stabilized with cement and rice husk ash and reinforced with polypropylene fiber. Each sample contained 2 and 5% cement, 15% rice husk ash, and 0.5% polypropylene fiber. Four tests were performed: The unconfined compressive strength and the splitting tensile strength at three curing times (7, 28, and 90 days); the triaxial tests in the consolidated undrained condition for specimens cured for 28 days; and electron microscopy scanning to evaluate the blends. The polypropylene fiber contributed through the absorption capacity, inhibiting the amplitude of the cracks associated with the rupture of the samples. The unconfined compressive strength and the splitting tensile strength increased with the addition of the materials, making the soil a composite with a stiffer and more agglomerated matrix. A road embankment simulation was also performed in this article for the optimum moisture, saturation conditions, and different geometries using the Slide software. The pure soil exhibited instability on slopes from 5 m in height, observing the most critical scenario with a safety factor < 1, which changed to 3.1 for the soil treated with 5%, 15%, and 0.5% of cement, rice husk ash, and polypropylene fibers, respectively. By this analysis, it is possible to affirm that rice husk ash is a good substitute for cement in soil improvement processes; also, fibers contribute positively to the better geotechnical behavior of soils, especially on the ones used for the stability of road embankments.
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References
Adetayo OA, Umego OM, Faluyi F et al (2022) Evaluation of pulverized cow bone ash and waste glass powder on the geotechnical properties of tropical laterite. SILICON 14:2097–2106. https://doi.org/10.1007/s12633-021-00999-4
Akay O, Özer AT, Fox GA, Wilson GV (2016) Behavior of fiber-reinforced sandy slopes under seepage. World Environ Water Resour Congr. https://doi.org/10.1061/9780784479858.041
Ali M, Aziz M, Hamza M, Madni MF (2020) Engineering properties of expansive soil treated with polypropylene fibers. Geomech Eng 22:227–236. https://doi.org/10.12989/gae.2020.22.3.227
Ali T, Saand A, Bangwar DK et al (2021) Mechanical and durability properties of aerated concrete incorporating rice husk ash (Rha) as partial replacement of cement. Curr Comput-Aided Drug Des. https://doi.org/10.3390/cryst11060604
Anupam AK, Kumar P, Ransinchung RNGD (2013) Use of various agricultural and industrial waste materials in road construction. Procedia Soc Behav Sci 104:264–273. https://doi.org/10.1016/j.sbspro.2013.11.119
Anwar Hossain KM (2011) Stabilized soils incorporating combinations of rice husk ash and cement kiln dust. J Mater Civ Eng 23:1320–1327. https://doi.org/10.1061/(asce)mt.1943-5533.0000310
Arenas-Piedrahita JC, Montes-García P, Mendoza-Rangel JM et al (2016) Mechanical and durability properties of mortars prepared with untreated sugarcane bagasse ash and untreated fly ash. Constr Build Mater 105:69–81. https://doi.org/10.1016/J.CONBUILDMAT.2015.12.047
Associação Brasileira de Normas Técnicas ABNT (2009) “Slope stability.” NBR 11682, Rio do Janeiro, Brazil. (in Portuguese)
Associação Brasileira de Normas Técnicas ABNT (2011) Mortar and concrete—Test method for splitting tensile strength of cylindrical specimens. NBR 7222, Rio de Janeiro, Brazil. (in Portuguese)
Associação Brasileira de Normas Técnicas ABNT (2012a) Soil-cement – Mixture for use in pavement layer - Procedure. NBR 12253, Rio do Janeiro, Brazil. (in Portuguese)
ASTM (2010) Stardard test methods for liquid limit, plastic limit and plasticity index of soils. ASTM D4318. ASTM Int West Conshohocken, PA
ASTM (2012b) Standard test methods for laboratory compaction characteristics of soil using standard effort (600 kN-m/m3). ASTM D698. ASTM Int West Conshohocken, PA
ASTM (2014) Standard test methods for specific gravity of soil solids by water pycnometer 1. ASTM D854. ASTM Int West Conshohocken, PA
ASTM (2017) Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166. ASTM Int West Conshohocken, PA
ASTM (2020a) Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils. ASTM D4767–11. ASTM Int West Conshohocken, PA
ASTM (2022) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. ASTM C618. ASTM Int West Conshohocken, PA
Ayeldeen M, Azzam W, Arab MG (2022) The use of fiber to improve the characteristics of collapsible soil stabilized with cement. Geotech Geol Eng 40:1873–1885. https://doi.org/10.1007/S10706-021-01997-4/FIGURES/12
Bagheri Y, Ahmad F, Ismail MAM (2014) Strength and mechanical behavior of soil-cement-lime-rice husk ash (soil-CLR) mixture. Mater Struct Constr 47:55–66. https://doi.org/10.1617/s11527-013-0044-2
Beckett C, Ciancio D (2014) Effect of compaction water content on the strength of cement-stabilized rammed earth materials. Can Geotech J 51:583–590. https://doi.org/10.1139/cgj-2013-0339
Bhardwaj DK, Mandal JN (2008) Study on polypropylene fiber reinforced fly ash slopes. In: 12th international conference on computer methods and advances in geomechanics 2008. pp 3778–3786
Blayi RA, Sherwani AFH, Ibrahim HH et al (2020) Strength improvement of expansive soil by utilizing waste glass powder. Case Stud Constr Mater. https://doi.org/10.1016/j.cscm.2020.e00427
Bo L, Linli J, Ningyu Z, Sinong L (2013) Centrifugal and numerical analysis of geosynthetic-reinforced soil embankments. In: 18th international conference on soil mechanics and geotechnical engineering: challenges and innovations in geotechnics, ICSMGE 2013. pp 2429–2432
Bonfatti BR, Demattê JAM, Marques KPP et al (2020) Digital map** of soil parent material in a heterogeneous tropical area. Geomorphology. https://doi.org/10.1016/j.geomorph.2020.107305
Bortoluzzi EC, Pernes M, Tessier D (2007) Interlayered kaolinite-smectite minerals in an acrisol developed from sandstone parent material in Southern Brazil. Rev Bras Cienc Do Solo. https://doi.org/10.1590/s0100-06832007000600008
Botero E, Ossa A, Sherwell G, Ovando-Shelley E (2015) Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET). Geotext Geomembranes 43:363–369. https://doi.org/10.1016/j.geotexmem.2015.04.003
Chen R, Congress SSC, Cai G et al (2021) Sustainable utilization of biomass waste-rice husk ash as a new solidified material of soil in geotechnical engineering: a review. Constr Build Mater 292:123219. https://doi.org/10.1016/j.conbuildmat.2021.123219
Cho YK, Jung SH, Choi YC (2019) Effects of chemical composition of fly ash on compressive strength of fly ash cement mortar. Constr Build Mater 204:255–264. https://doi.org/10.1016/J.CONBUILDMAT.2019.01.208
Claverie, J., & de Morais Alcantara, M. A. (2017). Influência da cinza de casca de arroz e da cal hidratada na resistência mecânica do solo-cimento auto-adensável endurecido. Periódico Eletrônico Fórum Ambiental da Alta Paulista. https://doi.org/10.17271/1980082713120171501
Consoli NC, Heineck KS, Casagrande MDT, Coop MR (2007) Shear strength behavior of fiber-reinforced sand considering triaxial tests under distinct stress paths. J Geotech Geoenviron Eng 133:1466–1469. https://doi.org/10.1061/(asce)1090-0241(2007)133:11(1466)
Consoli NC, Vendruscolo MA, Fonini A, Rosa FD (2009) Fiber reinforcement effects on sand considering a wide cementation range. Geotext Geomembranes 27:196–203. https://doi.org/10.1016/j.geotexmem.2008.11.005
Correia AAS, Venda Oliveira PJ, Custódio DG (2015) Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders. Geotext Geomembranes 43:97–106. https://doi.org/10.1016/j.geotexmem.2014.11.008
Dave TN, Patel D, Saiyad G, Patolia N (2020b) Use of polypropylene fibres for cohesive soil stabilization. In: Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume 2 (pp. 409-417). Springer Singapore
De Jesús Arrieta Baldovino J, Dos Santos Izzo R, Rose JL, Avanci MA (2020) Geopolymers based on recycled glass powder for soil stabilization. Geotechn Geolog Eng 38(4):4013–4031. https://doi.org/10.1007/s10706-020-01274-w
Departamento Nacional de Infraestrutura de Transportes DNIT (2006) Manual de Pavimentação. Dep Nac Infraestrutura Transp 274. (in Portuguese)
Eberemu AO, Omajali DI, Abdulhamid Z (2016) Effect of compactive effort and curing period on the compressibility characteristics of tropical black clay treated with rice husk ash. Geotech Geol Eng 34:313–322. https://doi.org/10.1007/S10706-015-9946-9/FIGURES/12
Elkhebu A, Zainorabidin A, Asadi A et al (2019) Effect of incorporating multifilament polypropylene fibers into alkaline activated fly ash soil mixtures. Soils Found. https://doi.org/10.1016/j.sandf.2019.11.015
Erdoğan D, Altun S (2015a) Undrained response of loose fiber reinforced sand. Celal Bayar Univ J Sci. https://doi.org/10.18466/cbufbe.82988
Food and Agriculture Organization of the United Nations (2023) FAO Cereal Supply and Demand Brief | World Food Situation | Food and Agriculture Organization of the United Nations. In: 03/02/2023
Fraccica A, Spagnoli G, Romero Morales EE et al (2021) Exploring the mechanical response of low-carbon soil improvement mixtures. Can Geotech J. https://doi.org/10.1139/cgj-2021-0087
Galicia-Andrés E, Tunega D, Gerzabek MH, Oostenbrink C (2021) On glyphosate–kaolinite surface interactions. A molecular dynamic study. Eur J Soil Sci 72:1231–1242. https://doi.org/10.1111/ejss.12971
Ghanizadeh AR, Salehi M, Jalali F (2022) Investigating the effect of lime stabilization of subgrade on the fatigue & rutting lives of flexible pavements using the nonlinear mechanistic-empirical analysis. Geotech Geol Eng. https://doi.org/10.1007/s10706-022-02336-x
Ghorbani A, Hasanzadehshooiili H (2018) Prediction of UCS and CBR of microsilica-lime stabilized sulfate silty sand using ANN and EPR models; application to the deep soil mixing. Soils Found 58:34–49. https://doi.org/10.1016/j.sandf.2017.11.002
Godoy VB, Tomasi LF, Benetti M et al (2023) Effects of curing temperature on sand-ash-lime mixtures with fibres and NaCl. Geotech Geol Eng 3:1–15. https://doi.org/10.1007/S10706-023-02386-9/FIGURES/12
Gong Y, He Y, Han C et al (2019) Stability analysis of soil embankment slope reinforced with polypropylene fiber under freeze-thaw cycles. Adv Mater Sci Eng. https://doi.org/10.1155/2019/5725708
Goodarzi AR, Akbari HR, Salimi M (2016) Enhanced stabilization of highly expansive clays by mixing cement and silica fume. Appl Clay Sci 132–133:675–684. https://doi.org/10.1016/j.clay.2016.08.023
Gupta D, Kumar A, Kumar V, et al. (2019a) Performance of Pond Ash and Rice Husk Ash in Clay: A Comparative Study. In: Lecture Notes in Civil Engineering. pp 145–153
Gupta D, Kumar A (2017) Performance evaluation of cement-stabilized pond ash-rice husk ash-clay mixture as a highway construction material. J Rock Mech Geotech Eng 9:159–169. https://doi.org/10.1016/j.jrmge.2016.05.010
Han J (2015) Principles and practice of ground improvement. John Wiley & Sons
Hoque ME, Rashid F, Aziz SS, et al. (2019b) Process analysis and gasification of rice husk by using downdraft fixed bed gasifier. In: AIP conference proceedings. AIP Publishing LLC AIP Publishing, p 130005
Hos JP, Mccormick PG, Byrne LT (2002) Investigation of a synthetic aluminosilicate inorganic polymer. J Mater Sci 37:2311–2316. https://doi.org/10.1023/A:1015329619089
Islam MS, Hussain MA, Khan YA, Chowdhury MAI, Haque MB (2014) Slope stability problem in the Chittagong City Bangladesh. J Geotech Eng 1(30):13–25
Ismail AIM, Belal ZL (2016) Use of cement kiln dust on the engineering modification of soil materials, Nile delta Egypt. Geotech Geol Eng 34:463–469. https://doi.org/10.1007/S10706-015-9957-6/TABLES/4
Jain A, Choudhary AK, Jha JN (2020) Influence of rice husk ash on the swelling and strength characteristics of expansive soil. Geotech Geol Eng 38:2293–2302. https://doi.org/10.1007/s10706-019-01087-6
Jamil M, Khan MNN, Karim MR et al (2016) Physical and chemical contributions of Rice Husk Ash on the properties of mortar. Constr Build Mater 128:185–198. https://doi.org/10.1016/j.conbuildmat.2016.10.029
Jamsawang P, Voottipruex P, Horpibulsuk S (2015) Flexural strength characteristics of compacted cement-polypropylene fiber sand. J Mater Civ Eng 27:04014243. https://doi.org/10.1061/(asce)mt.1943-5533.0001205
Jayalath A, Navaratnam S, Ngo T et al (2020) Life cycle performance of Cross Laminated Timber mid-rise residential buildings in Australia. Energy Build. https://doi.org/10.1016/j.enbuild.2020.110091
Kaniraj SR, Havanagi VG (2001) Behavior of cement-stabilized fiber-reinforced fly ash-soil mixtures. J Geotech Geoenviron Eng 127:574–584. https://doi.org/10.1061/(asce)1090-0241(2001)127:7(574)
Kumar A, Gupta D (2016) Behavior of cement-stabilized fiber-reinforced pond ash, rice husk ash–soil mixtures. Geotext Geomembranes 44:466–474. https://doi.org/10.1016/j.geotexmem.2015.07.010
Lim JS, Abdul Manan Z, Wan Alwi SR, Hashim H (2012) A review on utilisation of biomass from rice industry as a source of renewable energy. Renew Sustain Energy Rev 16:3084–3094
Liu Y, Chang CW, Namdar A et al (2019) Stabilization of expansive soil using cementing material from rice husk ash and calcium carbide residue. Constr Build Mater 221:1–11. https://doi.org/10.1016/j.conbuildmat.2019.05.157
Liu J, Yang K, Gurpersaud N (2022) Tensile strength of cement-treated champlain sea clay. Geotech Geol Eng 40:5467–5480. https://doi.org/10.1007/s10706-022-02226-2
Ma J, Su Y, Liu Y, Tao X (2020) Strength and microfabric of expansive soil improved with rice husk ash and lime. Adv Civ Eng. https://doi.org/10.1155/2020/9646205
Marangon M (2006) Tópicos em geotecnia e obras de terra: unidade 04 – estabilidade de taludes. Juiz de Fora: Universidade Federal Juiz de Fora. https://www.ufjf.br/nugeo/files/2017/07/OT-03-Estabilidade-de-Taludes-2018-1.pdf
Masoumi E, Abtahi Forooshani SM, Abdi Nian F (2013) Problematic soft soil improvement with both polypropylene fiber and polyvinyl acetate resin. Geotech Geol Eng 31:143–149. https://doi.org/10.1007/s10706-012-9575-5
Mazhar S, GuhaRay A (2021) Stabilization of expansive clay by fibre-reinforced alkali-activated binder: an experimental investigation and prediction modelling. Int J Geotech Eng 15:977–993. https://doi.org/10.1080/19386362.2020.1775358
Mohammed MA, Mohd Yunus NZ, Hezmi MA et al (2021) Ground improvement and its role in carbon dioxide reduction: a review. Environ Sci Pollut Res 28:8968–8988
Mosaberpanah MA, Umar SA (2020) Utilizing rice husk ash as supplement to cementitious materials on performance of ultra high performance concrete: a review. Mater Today Sustain 7–8:100030
Mousavi F, Abdi E (2022) Unconfined compression strength of polymer stabilized forest soil clay. Geotech Geol Eng 40:4095–4107. https://doi.org/10.1007/s10706-022-02142-5
Nezhad MG, Tabarsa A, Latifi N (2021) Effect of natural and synthetic fibers reinforcement on California bearing ratio and tensile strength of clay. J Rock Mech Geotech Eng 13:626–642. https://doi.org/10.1016/j.jrmge.2021.01.004
Ordoñez Muñoz Y, dos Santos L, Izzo R, Leindorf de Almeida J et al (2021) The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation. Transp Geotech. https://doi.org/10.1016/j.trgeo.2021.100673
Ozturk E, Ince C, Derogar S, Ball R (2022) Factors affecting the CO2 emissions, cost efficiency and eco-strength efficiency of concrete containing rice husk ash: a database study. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2022.126905
Phanikumar BR, Uma Shankar M (2016) Studies on hydraulic conductivity of fly ash-stabilised expansive clay liners. Geotech Geol Eng 34:449–462. https://doi.org/10.1007/S10706-015-9956-7/FIGURES/21
Plé O, Lê TNH (2012) Effect of polypropylene fiber-reinforcement on the mechanical behavior of silty clay. Geotext Geomembranes 32:111–116. https://doi.org/10.1016/j.geotexmem.2011.11.004
Praneeth S, Saavedra L, Zeng M et al (2021) Biochar admixtured lightweight, porous and tougher cement mortars: mechanical, durability and micro computed tomography analysis. Sci Total Environ. https://doi.org/10.1016/j.scitotenv.2020.142327
Rahmat MN, Ismail N (2018) Effect of optimum compaction moisture content formulations on the strength and durability of sustainable stabilised materials. Appl Clay Sci 157:257–266. https://doi.org/10.1016/J.CLAY.2018.02.036
Rêgo JHS, Nepomuceno AA, Figueiredo EP, Hasparyk NP (2015) Microstructure of cement pastes with residual rice husk ash of low amorphous silica content. Constr Build Mater 80:56–68. https://doi.org/10.1016/j.conbuildmat.2014.12.059
Rodríguez De Sensale G (2010) Effect of rice-husk ash on durability of cementitious materials. Cem Concr Compos 32:718–725. https://doi.org/10.1016/j.cemconcomp.2010.07.008
Salahudeen AB, Eberemu AO, Osinubi KJ (2014) Assessment of cement kiln dust-treated expansive soil for the construction of flexible pavements. Geotech Geol Eng 32:923–931. https://doi.org/10.1007/s10706-014-9769-0
Santoni RL, Webster SL (2001) Airfields and roads construction using fiber stabilization of sands. J Transp Eng 127:96–104. https://doi.org/10.1061/(ASCE)0733-947X(2001)127:2(96)
Selvaranjan K, Gamage JCPH, De Silva GIP, Navaratnam S (2021) Development of sustainable mortar using waste rice husk ash from rice mill plant: physical and thermal properties. J Build Eng. https://doi.org/10.1016/j.jobe.2021.102614
Shafie SM, Mahlia TMI, Masjuki HH, Ahmad-Yazid A (2012) A review on electricity generation based on biomass residue in Malaysia. Renew Sustain Energy Rev 16:5879–5889
Shen D, Liu X, Zeng X et al (2020) Effect of polypropylene plastic fibers length on cracking resistance of high performance concrete at early age. Constr Build Mater 244:117874. https://doi.org/10.1016/j.conbuildmat.2019.117874
Silva MA da, Sieira ACCF (2020) Aplicação de um modelo de inteligência computacional híbrido (neuro-fuzzy) na previsão do potencial de ruptura de taludes. In: Episteme Transversalis, [S.l.], v. 11, n. pp 155–180
Sutas J, Mana A, Pitak L (2012c) Effect of rice husk and rice husk ash to properties of bricks. In: Procedia engineering. pp 1061–1067
Tang C, Shi B, Gao W et al (2007) Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotext Geomembranes 25:194–202. https://doi.org/10.1016/j.geotexmem.2006.11.002
Tang P, Xuan D, Li J et al (2020) Investigation of cold bonded lightweight aggregates produced with incineration sewage sludge ash (ISSA) and cementitious waste. J Clean Prod 251:119709. https://doi.org/10.1016/J.JCLEPRO.2019.119709
Tiwari N, Satyam N, Singh K (2020) Effect of curing on micro-physical performance of polypropylene fiber reinforced and silica fume stabilized expansive soil under freezing thawing cycles. Sci Rep. https://doi.org/10.1038/s41598-020-64658-1
Tripathi S, Van ·, Lai Q, et al (2023) Influence of the presence of an interbedded weak clay layer on ultimate bearing capacity of sandy soil using AFELA and MARS. Geotech Geol Eng. https://doi.org/10.1007/S10706-023-02397-6
Wei H, Zhang Y, Cui J et al (2019) Engineering and environmental evaluation of silty clay modified by waste fly ash and oil shale ash as a road subgrade material. Constr Build Mater 196:204–213. https://doi.org/10.1016/j.conbuildmat.2018.11.060
Xue K, Wang S, Hu Y, Li M (2020) Creep behavior of red-clay under triaxial compression condition. Front Earth Sci 7:345. https://doi.org/10.3389/feart.2019.00345
Yadav JS, Tiwari SK, Shekhwat P (2018) Strength behaviour of clayey soil mixed with pond ash, cement and randomly distributed fibres. Transp Infrastruct Geotechnol 5:191–209. https://doi.org/10.1007/s40515-018-0056-z
Yilmaz Y (2015) Compaction and strength characteristics of fly ash and fiber amended clayey soil. Eng Geol 188:168–177. https://doi.org/10.1016/j.enggeo.2015.01.018
Zaimoglu AS, Yetimoglu T (2012) Strength behavior of fine grained soil reinforced with randomly distributed polypropylene fibers. Geotech Geol Eng 30:197–203. https://doi.org/10.1007/s10706-011-9462-5
Zentar R, Wang H, Wang D (2021) Comparative study of stabilization/solidification of dredged sediments with ordinary Portland cement and calcium sulfo-aluminate cement in the framework of valorization in road construction material. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2021.122447
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The authors are thankful to the Federal University of Technology Paraná and to the financial support given by Coordination for the Improvement of Higher Education Personnel (CAPES), and National Council for Scientific and Technological Development (CNPq) in Brazil.
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Muñoz, Y.O., de Almeida, J.L., Mora, A.J.E.V. et al. The Behavior of Stabilized Reinforced Soil for Road Embankments Application. Geotech Geol Eng 41, 2599–2628 (2023). https://doi.org/10.1007/s10706-023-02416-6
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DOI: https://doi.org/10.1007/s10706-023-02416-6