https://doi.org/10.4081/jae.2022.1315 Effects of basalt fibres on strength and permeability of rice husk ash-treated expansive soils
Published:31 March 2022
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All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.
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The application of stabilised soil in agricultural construction works such as shallow foundation fills and subgrade material for farm roads is in demand due to the improved geotechnical properties. This study focused on improving the compressive capabilities and the permeability characteristics of rice husk ash (RHA)-treated clayey soils using basalt fibre. Basalt fibres are made from naturally occurring basalt rock, yet their use in soil stabilisation has not been realised due to limited research for its validation in ground stabilisation. Essential variables in the stabilised soil matrix included basalt fibre length (3 mm, 6 mm, and 12 mm), RHA percentages (5%, 10%, and 15%), and cement percentage (3%). In addition, the optimum moisture content of each admixture was determined by standard proctor compaction tests and reduced by 3% to prepare the specimens for unconfined compression strength test, constant head permeability test, and scanning electron microscope (SEM) test. It was observed that the unconfined compression strength of the RHA-basalt fibre stabilised clayey significantly increased when the specimens wet cure for 28 days. Similarly, adding fibres into the soil improved the permeability coefficient. The SEM test showed a porous morphology that increased permeability. Furthermore, through SEM, the randomly oriented basalt fibres’ portrayed the reinforcing phenomenon related to improved compressive strength and sufficient bearing capacity to support structures built upon this class of soils.
Alhassan M. 2008. Potentials of rice husk ash for soil stabilization. Assumption Univ. J. Tech. 11:246-50.
Alhassan M. 2008. Permeability of lateritic soil treated with lime and rice husk ash. Assumption Univer. J. Thailand 12:115-20.
Ali F.H., Adnan A., Choy C.K., 1992. Geotechnical Properties of a chemically stabilized soil from Malaysia with rice husk ash as an additive. Geotech. Geol. Eng. 10:117-34.
Anupam A.K., Kumar P., Ransinchung G.D. 2012. Permeability study on fly ash and rice husk ash admixes with subgrade soil for pavement construction. In Proc. of Int. l Conf. on Adv. Archit. Civ. Eng. 21:489.
Aprianti E., Shafigh P., Bahri S., Farahani J.N. 2015. Supplementary cementitious materials origin from agricultural wastes - A review. Constr. Build. Mater. 74:176-87.
Basha E.A., Hashim R., Mahmud H.B., Muntohar A. S., 2005. Stabilization of residual soil with rice husk ash and cement. Constr. Build. Mater. 19:448-53.
Berozashvili M. 2001, Continuous reinforcing fibers are being offered for construction, civil engineering, and other composites applications. Adv. Mater. Com. News. Compos Worldwide. 6:5-6.
Consoli N.C., Prietto P.D., Ulbrich L.A. 1998. Influence of fiber and cement addition on behavior of sandy soil. J. Geotech. Geoenviron. Eng. 124:1211-4.
Cristelo N., Cunha V.M., Dias M., Gomes A.T., Miranda T., Araújo, N. 2015. Influence of discrete fiber reinforcement on the uniaxial compression response and seismic wave velocity of a cement-stabilized sandy-clay. Geotext. Geomembr. 43:1-13.
Crockford W.W. 1993. Strength and life of stabilized pavement layers containing fibrillated polypropylene. In Grogan, W.P. and Chill, D.S. Publ. N. 1418.
Das B.M. 2021. Principles of geotechnical engineering. Cengage learning. Available from: ???
Fatahi B., Fatahi B., Le T.M., Khabbaz H. 2013. Small-strain properties of soft clay treated with fiber and cement. Geosynth. Int. 20:286-300.
Fattah M.Y., Rahil F.H., Al-Soudany K.Y. 2013. Improvement of clayey soil characteristics using rice husk ash. J. Civ. Eng. Urb. 3:12-8.
Festugato L., Fourie A., Consoli N.C. 2013. Cyclic shear response of fibre-reinforced cemented paste backfill. Géotech. Lett. 3:5-12.
Hossain M.Z., Awal A.A. 2011. Flexural response of hybrid carbon fiber thin cement composites. Constr. Build. Mater. 25:670-7.
Hossain M.Z., Sakai T. 2008. The effectiveness of nominal dosage of ordinary cement on strength and permeability of clayey soil. J. Jpn Soc. Soil Phys. 110:25-35.
Ibraim E., Diambra A., Wood D.M., Russell A.R. 2010. Static liquefaction of fibre reinforced sand under monotonic loading. Geotext. Geomembr. 28:374-85.
James J., Rao M. S. 1986. Reaction product of lime and silica from rice husk ash. Cem. Concr. Res. 16:67-73.
JIS A 1210. 2010. Test method for soil compaction using a rammer. Japanese Industrial Standard, Guidance and Basic - Soil Test, The Jpn. Geotech. Soc. pp. 71-78. [in Japanese].
JIS A 1216. 2010. Method for unconfined compression test of soils. Japanese Industrial Standard, Guidance and Basic - Soil Test, The Jpn. Geotech. Soc. pp. 151-158. [in Japanese].
JIS A 1216. 2010. Permeability test of soils. Japanese Industrial Standard, Guidance and Basic - Soil Test, The Jpn. Geotech. Soc. pp. 91-102. [in Japanese].
Kumar A., Walia B.S., Mohan J. 2006. Compressive strength of fiber-reinforced highly compressible clay. Constr. Build. Mater. 20:1063-8.
Lawton E.C., Khire M.V., Fox N.S. 1993. Reinforcement of soils by multioriented geosynthetic inclusions. J. Geotech. Eng. 119:257-75.
Lopresto V., Leone C., De Iorio I. 2011. Mechanical characterization of basalt fiber reinforced plastic. Compos. Part B. 42:717-23.
Maher M.H., Gray D.H. 1990. Static response of sands reinforced with randomly distributed fibers. J. Geotechn. Engine. 116:1661-77.
Malhotra V.M., Mehta P.K. 2004. Pozzolanic and cementitious materials. CRC Press, Boca Raton, FL, USA.
Mitchell J.K. 1981. Soil improvement-state of the art report. In Proc., 11th Int. Conf. on SMFE. 4:509-65.
Muntohar A.S. 2004. Uses of RHA to enhance lime-stabilized clay soil. pp 356-357 in Int. Conf. Geotech. Eng. Univ. of Sharjah, United Arab Emirate.
Noor M.J.M.M., Aziz A.A., Suhadi R.U.R. 1993. Effects of cement-rice husk ash mixtures on compaction, strength, and durability of Melaka Series lateritic soil. Prof. J. Inst. Surveyors Malaysia 28:61-7.
Park S. 2009. Effect of fiber reinforcement and distribution on unconfined compressive strength of fiber-reinforced cemented sand. Geotext. Geomembr. 27:162-6.
Rahman M.D.A. 1986. The potentials of some stabilizers for the use of lateritic soil in construction. Build. Environ. 21:57-61.
Rao D.K., Pranav P.R.T., Anusha M. 2011. Stabilization of expansive soil with rice husk ash, lime and gypsum-an experimental study. Int. J. Eng. Sci. Tech. 3:8076-85.
Robert W.D. 2008. Soil testing manual: procedures, classification data, and sampling practices. Press of Ohio, OH, USA.
Rogers C.D., Glendinning S. 2000. Lime requirement for stabilization. Transp. Res. Rec. 1721:9-18.
Sim J., Park C. 2005. Characteristics of basalt fiber as a strengthening material for concrete structures. Compos. Part B. 36:504-12.
Wong L.S., Hashim R., Ali F.H. 2008. Strength and permeability of stabilized peat soil. J. Appl. Sci. 8: 3986-90.
How to Cite
Owino, A. O. (2022) “Effects of basalt fibres on strength and permeability of rice husk ash-treated expansive soils”, Journal of Agricultural Engineering, 53(1). doi: 10.4081/jae.2022.1315.
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