Effects of fibre type and content on unconfined compressive strength of fibre-reinforced lime or cement-stabilised soils

References

• Abdullah, G.M.S. and Al-Abdul Wahhab, H.I., 2015. Evaluation of foamed sulfur asphalt stabilized soils for road applications. Construction and Building Materials, 88, 149–158. Elsevier Ltd. doi:10.1016/j.conbuildmat.2015.04.013
   Web of Science ®Google Scholar
• Al-Rawas, A.A., Hago, A.W., and Al-Sarmi, H., 2005. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment, 40 (5), 681–687. doi:10.1016/j.buildenv.2004.08.028
   Web of Science ®Google Scholar
• Andavan, S. and Pagadala, V.K., 2020. A study on soil stabilization by addition of fly ash and lime. Materials Today: Proceedings, 22, 1125–1129. Elsevier Ltd. doi:10.1016/j.matpr.2019.11.323
   Google Scholar
• Arabani, M. and Haghsheno, H., 2020. The effect of polymeric fibers on the mechanical properties of cement-stabilized clay soils in Northern Iran. International Journal of Geotechnical Engineering, 14 (5), 557–568. Taylor & Francis. doi:10.1080/19386362.2019.1658057
   Web of Science ®Google Scholar
• Asgari, M.R., Baghebanzadeh Dezfuli, A., and Bayat, M., 2015. Experimental study on stabilization of a low plasticity clayey soil with cement/lime. Arabian Journal of Geosciences, 8 (3), 1439–1452. Springer Verlag. doi:10.1007/s12517-013-1173-1
   Web of Science ®Google Scholar
• Basma, A.A. and Tuncer, E.R., 1991. Effect of lime on volume change and compressibility of expansive clays. Transportation and research record (Vol. C).
   Google Scholar
• Bayat, M., Asgari, M.R. and Mousivand, M., 2013, November. Effects of cement and lime treatment on geotechnical properties of a low plasticity clay. In International conference on civil engineering architecture & urban sustainable development (Vol. 27), Tabriz, Iran.
   Google Scholar
• Beeghly, J. and Schrock, M., 2010. Dredge material stabilization using the pozzolanic or sulfo-pozzolanic reaction of lime by-products to make an engineered structural fill. International Journal of Soil, Sediment and Water, 3(1), p.6
   Google Scholar
• Botero, E., et al., 2015. Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET). Geotextiles and Geomembranes, 43 (4), 363–369. Elsevier Ltd. doi:10.1016/j.geotexmem.2015.04.003
   Web of Science ®Google Scholar
• Boz, A., et al., 2018. Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers. Arabian Journal of Geosciences, 11 (6). doi:10.1007/s12517-018-3458-x
   Web of Science ®Google Scholar
• Boz, A. and Sezer, A., 2018. Influence of fiber type and content on freeze-thaw resistance of fiber reinforced lime stabilized clay. Cold Regions Science and Technology, 151, 359–366. Elsevier B.V. doi:10.1016/j.coldregions.2018.03.026
   Web of Science ®Google Scholar
• Cabalar, A.F., 2011 July 24. Direct shear tests on waste tires-sand mixtures. Geotechnical and Geological Engineering, 29 (4), 411–418. Springer. doi:10.1007/s10706-010-9386-5
   Google Scholar
• Cabalar, A.F. and Karabash, Z., 2015. California bearing ratio of a sub-base material modified with tire buffings and cement addition. Journal of Testing and Evaluation, 43 (6), 1279–1287. ASTM International. doi:10.1520/JTE20130070
   Web of Science ®Google Scholar
• Chen, M., et al., 2015. Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay. Geotextiles and Geomembranes, 43 (6), 515–523. Elsevier Ltd. doi:10.1016/j.geotexmem.2015.05.004
   Web of Science ®Google Scholar
• Cheng, Y., et al., 2018. Engineering and mineralogical properties of stabilized expansive soil compositing lime and natural pozzolans. Construction and Building Materials, 187, 1031–1038. Elsevier Ltd. doi:10.1016/j.conbuildmat.2018.08.061
   Web of Science ®Google Scholar
• Correia, A.A.S., Venda Oliveira, P.J., and Custódio, D.G., 2015. Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders. Geotextiles and Geomembranes, 43 (2), 97–106. doi:10.1016/j.geotexmem.2014.11.008
   Web of Science ®Google Scholar
• Croft, J.B., 1967. The influence of soil mineralogical composition on cement stabilization. Geotechnique, 17 (2), 119–135. Thomas Telford Ltd. doi:10.1680/geot.1967.17.2.119
   Web of Science ®Google Scholar
• Dhar, S. and Hussain, M., 2019. The strength behaviour of lime-stabilised plastic fibre-reinforced clayey soil. Road Materials and Pavement Design, 20 (8), 1757–1778. Taylor and Francis Ltd. doi:10.1080/14680629.2018.1468803
   Web of Science ®Google Scholar
• Ding, M., et al., 2018. Effects of freeze-thaw cycles on mechanical properties of polypropylene fiber and cement stabilized clay. Cold Regions Science and Technology, 154, 155–165. Elsevier B.V. doi:10.1016/j.coldregions.2018.07.004
   Web of Science ®Google Scholar
• Elgabbas, F., Ahmed, E.A., and Benmokrane, B., 2017. Flexural behavior of concrete beams reinforced with ribbed basalt-FRP bars under static loads. Journal of Composites for Construction, 21 (3), 04016098. American Society of Civil Engineers (ASCE). doi:10.1061/(asce)cc.1943-5614.0000752
   Web of Science ®Google Scholar
• Eshaghzadeh, M., et al., 2021. Mechanical behavior of silty sand reinforced with nanosilica-coated ceramic fibers. Journal of Adhesion Science and Technology, 1–20. Taylor & Francis. doi:10.1080/01694243.2021.1898857.
   Web of Science ®Google Scholar
• Fatahi, B., et al., 2013. Small-strain properties of soft clay treated with fibre and cement. Geosynthetics International, 20 (4), 286–300. Thomas Telford Ltd. doi:10.1680/gein.13.00018
   Web of Science ®Google Scholar
• Gao, L., et al., 2015. Experimental study on unconfined compressive strength of basalt fiber reinforced clay soil. Advances in Materials Science and Engineering, 2015, 1–8. doi:10.1155/2015/561293
   Web of Science ®Google Scholar
• Ghadakpour, M., Janalizadeh Choobbasti, A., and Soleimani Kutanaei, S., 2019. Investigation of the deformability properties of fiber reinforced cemented sand. Journal of Adhesion Science and Technology, 33 (17), 1913–1938. Taylor and Francis Ltd. doi:10.1080/01694243.2019.1619224
   Web of Science ®Google Scholar
• Ghadir, P. and Ranjbar, N., 2018. Clayey soil stabilization using geopolymer and Portland cement. Construction and Building Materials, 188, 361–371. Elsevier Ltd. doi:10.1016/j.conbuildmat.2018.07.207
   Web of Science ®Google Scholar
• Gupta, D. and Kumar, A., 2016. Strength characterization of cement stabilized and fiber reinforced clay–pond ash mixes. International Journal of Geosynthetics and Ground Engineering, 2 (4), 1–11. Springer International Publishing. doi:10.1007/s40891-016-0069-z
   Web of Science ®Google Scholar
• Gupta, D. and Kumar, A., 2017. Stabilized soil incorporating combinations of rice husk ash, pond ash and cement. Geomechanics and Engineering, 12 (1), 85–109. Techno Press. doi:10.12989/gae.2017.12.1.085
   Web of Science ®Google Scholar
• Hamidi, A. and Hooresfand, M., 2013. Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotextiles and Geomembranes, 36, 1–9. doi:10.1016/j.geotexmem.2012.10.005
   Web of Science ®Google Scholar
• Harichane, K., et al., 2011. Use of natural pozzolana and lime for stabilization of cohesive soils. Geotechnical and Geological Engineering, 29 (5), 759–769. doi:10.1007/s10706-011-9415-z
   Google Scholar
• Hashemi, M.A., Massart, T.J., and François, B., 2018. Experimental characterisation of clay-sand mixtures treated with lime. European Journal of Environmental and Civil Engineering, 22 (8), 962–977. Taylor and Francis Ltd. doi:10.1080/19648189.2016.1229228
   Web of Science ®Google Scholar
• Jongpradist, P., et al., 2010. Influence of fly ash on unconfined compressive strength of cement-admixed clay at high water content. Journal of Materials in Civil Engineering, 22 (1), 49–58. doi:10.1061/(asce)0899-1561(2010)22:1(49)
   Web of Science ®Google Scholar
• Karabash, Z. and Cabalar, A.F., 2015. Effect of tire crumb and cement addition on triaxial shear behavior of sandy soils. Geomechanics and Engineering, 8 (1), 1–15. Techno Press. doi:10.12989/gae.2015.8.1.001
   Web of Science ®Google Scholar
• Kumar, A. and Gupta, D., 2016. Behavior of cement-stabilized fiber-reinforced pond ash, rice husk ash-soil mixtures. Geotextiles and Geomembranes, 44 (3), 466–474. Elsevier Ltd. doi:10.1016/j.geotexmem.2015.07.010
   Web of Science ®Google Scholar
• Liu, J., et al., 2011. Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests. Geotextiles and Geomembranes, 29 (5), 462–471. Elsevier Ltd. doi:10.1016/j.geotexmem.2011.03.002
   Web of Science ®Google Scholar
• Lu, Y., et al., 2020. Freeze-thaw performance of a cement-treated expansive soil. Cold Regions Science and Technology, 170, 102926. Elsevier B.V. doi:10.1016/j.coldregions.2019.102926
   Web of Science ®Google Scholar
• Ma, Q. and Gao, C., 2018. Effect of basalt fiber on the dynamic mechanical properties of cement-soil in SHPB test. Journal of Materials in Civil Engineering, 30 (8), 04018185. American Society of Civil Engineers (ASCE). doi:10.1061/(asce)mt.1943-5533.0002386
   Web of Science ®Google Scholar
• Maheshwari, B.K., Singh, H.P., and Saran, S., 2012. Effects of reinforcement on liquefaction resistance of solani sand. Journal of Geotechnical and Geoenvironmental Engineering, 138 (7), 831–840. American Society of Civil Engineers. doi:10.1061/(asce)gt.1943-5606.0000645
   Web of Science ®Google Scholar
• Martínez, I.M.R., et al., 2014. Study of clayey soil reinforced with fine crushed polyethylene terephthalate (PET). Revista De Engenharia Civil IMED, 1 (2), 10–14. doi:10.18256/2358-6508/rec-imed.v1n2p10-14
   Google Scholar
• Mirmohammad Sadeghi, M. and Hassan Beigi, F., 2014. Dynamic behavior of reinforced clayey sand under cyclic loading. Geotextiles and Geomembranes, 42 (5), 564–572. Elsevier Ltd. doi:10.1016/j.geotexmem.2014.07.005
   Web of Science ®Google Scholar
• Mishra, B. and Kumar Gupta, M., 2018. Use of randomly oriented polyethylene terephthalate (PET) fiber in combination with fly ash in subgrade of flexible pavement. Construction and Building Materials, 190, 95–107. Elsevier Ltd. doi:10.1016/j.conbuildmat.2018.09.074
   Web of Science ®Google Scholar
• Moghal, A.A.B., et al., 2020. Desorption of heavy metals from lime-stabilized arid-soils using different extractants. International Journal of Civil Engineering, 18 (4), 449–461. Springer. doi:10.1007/s40999-019-00453-y
   Google Scholar
• Momeni, M., Bayat, M., and Ajalloeian, R., 2020. Laboratory investigation on the effects of pH-induced changes on geotechnical characteristics of clay soil. Geomechanics and Geoengineering, 1–9. Taylor and Francis Ltd. doi:10.1080/17486025.2020.1716084.
   Google Scholar
• Noorzad, R. and Fardad Amini, P., 2014. Liquefaction resistance of babolsar sand reinforced with randomly distributed fibers under cyclic loading. Soil Dynamics and Earthquake Engineering, 66, 281–292. Elsevier Ltd. doi:10.1016/j.soildyn.2014.07.011
   Web of Science ®Google Scholar
• Okyay, U.S. and Dias, D., 2010. Use of lime and cement treated soils as pile supported load transfer platform. Engineering Geology, 114 (1–2), 34–44. doi:10.1016/j.enggeo.2010.03.008
   Web of Science ®Google Scholar
• Olgun, M., 2013. Effects of polypropylene fiber inclusion on the strength and volume change characteristics of cement-fly ash stabilized clay soil. Geosynthetics International, 20 (4), 263–275. Thomas Telford Ltd. doi:10.1680/gein.13.00016
   Web of Science ®Google Scholar
• Ouedraogo, K.A.J., et al., 2020. Is stabilization of earth bricks using low cement or lime contents relevant? Construction and Building Materials, 236, 117578. Elsevier Ltd. doi:10.1016/j.conbuildmat.2019.117578
   Web of Science ®Google Scholar
• Pincus, H., Maher, M., and Ho, Y., 1993. Behavior of fiber-reinforced cemented sand under static and cyclic loads. Geotechnical Testing Journal, 16 (3), 330. ASTM International. doi:10.1520/gtj10054j
   Google Scholar
• Pongsivasathit, S., Horpibulsuk, S., and Piyaphipat, S., 2019. Assessment of mechanical properties of cement stabilized soils. Case Studies in Construction Materials, 11, e00301. Elsevier Ltd. doi:10.1016/j.cscm.2019.e00301
   Google Scholar
• Puppala, A.J. and Musenda, C., 2000. Effects of fiber reinforcement on strength and volume change in expansive soils. Transportation Research Record, (1736), 134–140. National Research Council. doi:10.3141/1736-17
   Web of Science ®Google Scholar
• Roohbakhshan, A. and Kalantari, B., 2013. Stabilization of clayey soil with lime and waste stone powder. International Journal of Scientific Research in Knowledge, 1 (12), 547–556. doi:10.12983/ijsrk-2013-p547-556
   Google Scholar
• Saadat, M. and Bayat, M., 2019. Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR). Geomechanics and Geoengineering, 1–12. Taylor and Francis Ltd. doi:10.1080/17486025.2019.1699668.
   Google Scholar
• Saberian, M. and Rahgozar, M.A., 2016. Geotechnical properties of peat soil stabilised with shredded waste tyre chips in combination with gypsum, lime or cement. Mires and Peat, 18 (September). doi:10.19189/MaP.2015.OMB.211
   Google Scholar
• Sahlabadi, S.H., Bayat, M., and Mousivand, M., 2021. Freeze – thaw durability of cement-stabilized soil reinforced with polypropylene/basalt fibers. Journal ofMaterials in Civil Engineering, 33 (9), 1–14. doi:10.1061/(ASCE)MT.1943-5533.0003905
   PubMed Web of Science ®Google Scholar
• Salehi, M., et al., 2021. Experimental study on mechanical properties of cement-stabilized soil blended with crushed stone waste. KSCE Journal of Civil Engineering, 25 (6), 1974–1984. doi:10.1007/s12205-021-0953-5
   Web of Science ®Google Scholar
• Saygili, A. and Dayan, M., 2019. Freeze-thaw behavior of lime stabilized clay reinforced with silica fume and synthetic fibers. Cold Regions Science and Technology, 161, 107–114. Elsevier B.V. doi:10.1016/j.coldregions.2019.03.010
   Web of Science ®Google Scholar
• Segui, P., et al., 2013. Utilization of a natural pozzolan as the main component of hydraulic road binder. Construction and Building Materials, 40, 217–223. Elsevier Ltd. doi:10.1016/j.conbuildmat.2012.09.085
   Web of Science ®Google Scholar
• ShahriarKian, M.R., Kabiri, S., and Bayat, M., 2021. Utilization of zeolite to improve the behavior of cement-stabilized soil. International Journal of Geosynthetics and Ground Engineering, 7 (2), 35. Springer. doi:10.1007/s40891-021-00284-9
   Google Scholar
• Sharma, R.K., 2017. Laboratory study on stabilization of clayey soil with cement kiln dust and fiber. Geotechnical and Geological Engineering, 35 (5), 2291–2302. Springer International Publishing. doi:10.1007/s10706-017-0245-5
   Web of Science ®Google Scholar
• Stefanidou, M., Tsardaka, E.C., and Pavlidou, E., 2017. Influence of nano-silica and nano-alumina in lime-pozzolan and lime-metakaolin binders. Materials Today: Proceedings, 4 (7), 6908–6922. Elsevier Ltd. doi:10.1016/j.matpr.2017.07.020
   Google Scholar
• Tanzadeh, R., et al., 2019. Experimental study on the effect of basalt and glass fibers on behavior of open-graded friction course asphalt modified with nano-silica. Construction and Building Materials, 212, 467–475. Elsevier Ltd. doi:10.1016/j.conbuildmat.2019.04.010
   Web of Science ®Google Scholar
• Tomar, A., Sharma, T., and Singh, S., 2020. Strength properties and durability of clay soil treated with mixture of nano silica and polypropylene fiber. Materials Today: Proceedings, 26, Part 3, 3449–3457. Elsevier Ltd. doi:10.1016/j.matpr.2019.12.239
   Google Scholar
• Uni, T., et al., 2014. Strength and stiffness response of itanagar soil reinforced with arecanut fiber. International Journal of Innovative Research in Science, Engineering and Technology, 03 (10), 16659–16667. Ess & Ess Research Publications. doi:10.15680/ijirset.2014.0310034
   Google Scholar
• Wang, D., et al., 2020. Effect of basalt fiber inclusion on the mechanical properties and microstructure of cement-solidified kaolinite. Construction and Building Materials, 241, 118085. Elsevier Ltd. doi:10.1016/j.conbuildmat.2020.118085
   Web of Science ®Google Scholar
• Wei, L., et al., 2018. Mechanical properties of soil reinforced with both lime and four kinds of fiber. Construction and Building Materials, 172, 300–308. doi:10.1016/j.conbuildmat.2018.03.248
   Web of Science ®Google Scholar
• Xiao, H.W., et al., 2013. Fiber reinforced cement treated clay. 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, Paris, France, (Vol.3, pp. 2633–2636). https://www.researchgate.net/publication/306095031
   Google Scholar
• Yadav, J.S. and Tiwari, S.K., 2017. Effect of waste rubber fibres on the geotechnical properties of clay stabilized with cement. Applied Clay Science, 149 (August), 97–110. doi:10.1016/j.clay.2017.07.037
   Google Scholar
• Yang, B.H., et al., 2017. Strength characteristics of modified polypropylene fiber and cement-reinforced loess. Journal of Central South University, 24 (3), 560–568. doi:10.1007/s11771-017-3458-0
   Web of Science ®Google Scholar
• Yilmaz, Y. and Ozaydin, V., 2013. Compaction and shear strength characteristics of colemanite ore waste modified active belite cement stabilized high plasticity soils. Engineering Geology, 155, 45–53. Elsevier. doi:10.1016/j.enggeo.2013.01.003
   Web of Science ®Google Scholar
• Zaimoglu, A.S., 2010. Freezing-thawing behavior of fine-grained soils reinforced with polypropylene fibers. Cold Regions Science and Technology, 60 (1), 63–65. Elsevier B.V. doi:10.1016/j.coldregions.2009.07.001
   Web of Science ®Google Scholar
• Zaimoglu, A.S., Tan, O., and Akbulut, R.K., 2016. Optimization of consistency limits and plasticity index of fine-grained soils modified with polypropylene fibers and additive materials. KSCE Journal of Civil Engineering, 20 (2), 662–669. doi:10.1007/s12205-015-0540-8
   Web of Science ®Google Scholar
• Zhang, Y., et al., 2020. Effect of temperature on pH, conductivity, and strength of lime-stabilized soil. Journal of Materials in Civil Engineering, 32 (3), 04019380. American Society of Civil Engineers (ASCE). doi:10.1061/(asce)mt.1943-5533.0003062
   Web of Science ®Google Scholar
• Zhang, Y., Johnson, A.E., and White, D.J., 2016. Laboratory freeze-thaw assessment of cement, fly ash, and fiber stabilized pavement foundation materials. Cold Regions Science and Technology, 122, 50–57. Elsevier B.V. doi:10.1016/j.coldregions.2015.11.005
   Web of Science ®Google Scholar