A Study of the Effect of Combined Cement and Fibre on Shear Strength Response of Chlef Sand

[1] Lu, L., Liu, C., Qu, S., & Zhang, M. (2022). Experimental study on the mechanical and hydraulic behaviour of Fibre-Reinforced cemented soil with fly ash. Construction and Building Materials, 321, 126374. LuL. LiuC. QuS. ZhangM. 2022 Experimental study on the mechanical and hydraulic behaviour of Fibre-Reinforced cemented soil with fly ash Construction and Building Materials 321 126374 Search in Google Scholar

[2] Porbaha, A., Shibuya, S., & Kishida, T. (2000). State of the art in deep mixing technology. Part III: geomaterial characterization. Proceedings of the Institution of Civil Engineers-Ground Improvement, 4(3), 91–110. PorbahaA. ShibuyaS. KishidaT. 2000 State of the art in deep mixing technology. Part III: geomaterial characterization Proceedings of the Institution of Civil Engineers-Ground Improvement 4 3 91 110 Search in Google Scholar

[3] Gregory, G. H., & Chill, D. S. (1998). Stabilization of earth slopes with fiber reinforcement. In Proc., 6th Int. Conf. on Geosynthetics (pp. 1073–1078). International Geosynthetics Society. GregoryG. H. ChillD. S. 1998 Stabilization of earth slopes with fiber reinforcement In Proc., 6th Int. Conf. on Geosynthetics 1073 1078 International Geosynthetics Society Search in Google Scholar

[4] Ziegler, S., Leshchinsky, D., Ling, H. I., & Perry, E. B. (1998). Effect of short polymeric fibers on crack development in clays. Soils and Foundations, 38(1), 247–253. ZieglerS. LeshchinskyD. LingH. I. PerryE. B. 1998 Effect of short polymeric fibers on crack development in clays Soils and Foundations 38 1 247 253 Search in Google Scholar

[5] Choubane, B., Robert, K., & Armaghani, J. (2001). Full-scale laboratory evaluation of polypropylene fiber reinforcement of subgrade soils. Transportation Research Record (TRB), 01–2157. ChoubaneB. RobertK. ArmaghaniJ. 2001 Full-scale laboratory evaluation of polypropylene fiber reinforcement of subgrade soils Transportation Research Record (TRB) 01 2157 Search in Google Scholar

[6] Webster, S. L., & Santoni, R. L. (1997). Contingency airfield and road construction using geosynthetic fiber stabilization of sands (Vol. 97, No. 4). US Army Engineer Waterways Experiment Station. WebsterS. L. SantoniR. L. 1997 Contingency airfield and road construction using geosynthetic fiber stabilization of sands 97 4 US Army Engineer Waterways Experiment Station Search in Google Scholar

[7] Tingle, J.S., Webster, S.L., & Santoni, R.L. (1999). Discrete Fiber Reinforcement of Sands for Expedient Road Construction. (1999). Discrete fiber reinforcement of sands for expedient road construction. Published 1 March 1999. Engineering, Environmental Science. DOI:10.21236/ADA362057 TingleJ.S. WebsterS.L. SantoniR.L. 1999 Discrete Fiber Reinforcement of Sands for Expedient Road Construction. (1999). Discrete fiber reinforcement of sands for expedient road construction Published 1 March 1999. Engineering, Environmental Science 10.21236/ADA362057 Open DOISearch in Google Scholar

[8] Tang, C., Shi, B., Gao, W., Chen, F., & Cai, Y. (2007). Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes, 25(3), 194–202. TangC. ShiB. GaoW. ChenF. CaiY. 2007 Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil Geotextiles and Geomembranes 25 3 194 202 Search in Google Scholar

[9] Ahmad, F., Bateni, F., & Azmi, M. (2010). Performance evaluation of silty sand reinforced with fibres. Geotextiles and geomembranes, 28(1), 93–99. AhmadF. BateniF. AzmiM. 2010 Performance evaluation of silty sand reinforced with fibres Geotextiles and geomembranes 28 1 93 99 Search in Google Scholar

[10] Zaimoglu, A.S., Yetimoglu, T. (2012). Strength Behavior of Fine Grained Soil Reinforced with Randomly Distributed Polypropylene Fibers. Geotech Geol Eng 30, 197–203 (2012). https://doi.org/10.1007/s10706-011-9462-5 ZaimogluA.S. YetimogluT. 2012 Strength Behavior of Fine Grained Soil Reinforced with Randomly Distributed Polypropylene Fibers Geotech Geol Eng 30 197 203 (2012). https://doi.org/10.1007/s10706-011-9462-5 Search in Google Scholar

[11] Gray, D. H., & Ohashi, H. (1983). Mechanics of fiber reinforcement in sand. Journal of geotechnical engineering, 109(3), 335–353. GrayD. H. OhashiH. 1983 Mechanics of fiber reinforcement in sand Journal of geotechnical engineering 109 3 335 353 Search in Google Scholar

[12] Murray, J. J., Frost, J. D., & Wang, Y. (2000). Behavior of a sandy silt reinforced with discontinuous recycled fiber inclusions. Transportation research record, 1714(1), 9–17. MurrayJ. J. FrostJ. D. WangY. 2000 Behavior of a sandy silt reinforced with discontinuous recycled fiber inclusions Transportation research record 1714 1 9 17 Search in Google Scholar

[13] Consoli, N. C., Rotta G. V., and Prietto. P. D. M. (2002). Influence Of Curing Under Stress On The Triaxial Response of Cemented Soils. Geotechnique 52(5): 382–384. ConsoliN. C. RottaG. V. PriettoP. D. M. 2002 Influence Of Curing Under Stress On The Triaxial Response of Cemented Soils Geotechnique 52 5 382 384 Search in Google Scholar

[14] Zornberg, J. G. (2002). Discrete framework for limit equilibrium analysis of fibre-reinforced soil. Géotechnique, 52(8), 593–604. ZornbergJ. G. 2002 Discrete framework for limit equilibrium analysis of fibre-reinforced soil Géotechnique 52 8 593 604 Search in Google Scholar

[15] Michalowski, R. L., &Čermák, J. (2003). Triaxial compression of sand reinforced with fibers. Journal of geotechnical and geoenvironmental engineering, 129(2), 125–136. MichalowskiR. L. ČermákJ. 2003 Triaxial compression of sand reinforced with fibers Journal of geotechnical and geoenvironmental engineering 129 2 125 136 Search in Google Scholar

[16] Sun, Q., Zhang, J. & Zhou, N. (2018). Early-Age Strength of Aeolian Sand-Based Cemented Backfilling Materials: Experimental Results. Arabian Journal for Sciences Engineering 43, 1697–1708 (2018). https://doi.org/10.1007/s13369-017-2654-4 SunQ. ZhangJ. ZhouN. 2018 Early-Age Strength of Aeolian Sand-Based Cemented Backfilling Materials: Experimental Results Arabian Journal for Sciences Engineering 43 1697 1708 (2018). https://doi.org/10.1007/s13369-017-2654-4 Search in Google Scholar

[17] Gul, N., & Mir, B. A. (2023). Performance evaluation of silty soil reinforced with glass fiber and cement kiln dust for subgrade applications. Construction and Building Materials, 392, 131943. GulN. MirB. A. 2023 Performance evaluation of silty soil reinforced with glass fiber and cement kiln dust for subgrade applications Construction and Building Materials 392 131943 Search in Google Scholar

[18] Shen, Y. S., Tang, Y., Yin, J., Li, M. P., & Wen, T. (2021). An experimental investigation on strength characteristics of fiber-reinforced clayey soil treated with lime or cement. Construction and Building Materials, 294, 123537. ShenY. S. TangY. YinJ. LiM. P. WenT. 2021 An experimental investigation on strength characteristics of fiber-reinforced clayey soil treated with lime or cement Construction and Building Materials 294 123537 Search in Google Scholar

[19] Arab A. (2009) Monotonic and cyclic behaviour of silty sand, C. R. Mecanique 337 (2009) 621–631 ArabA. 2009 Monotonic and cyclic behaviour of silty sand C. R. Mecanique 337 (2009) 621 631 Search in Google Scholar

[20] Arab A., Sadek M., Belkhatir M., Shahrour I. (2014). “Monotonic preloading Effect on the Liquefaction Resistance of Silty Sand: a Laboratory Study”. Arabian Journal for Sciences Engineering. 2014. 39:685–694. DOI 10.1007/s13369-013-0700-4 ArabA. SadekM. BelkhatirM. ShahrourI. 2014 “Monotonic preloading Effect on the Liquefaction Resistance of Silty Sand: a Laboratory Study” Arabian Journal for Sciences Engineering 2014. 39 685 694 10.1007/s13369-013-0700-4 Open DOISearch in Google Scholar

[21] DjaferHenni A, Arab A, Belkhatir M, Hamoudi SA, Khelafi H (2013) Undrained behavior of silty sand: effect of the overconsolidation ratio. Arab J Geosci. doi:10.1007/s12517-011-0365-9 DjaferHenniA ArabA BelkhatirM HamoudiSA KhelafiH 2013 Undrained behavior of silty sand: effect of the overconsolidation ratio Arab J Geosci 10.1007/s12517-011-0365-9 Open DOISearch in Google Scholar

[22] Benessalah, I., Sadek, M., Villard, P., and Arab, A. (2022). Undrained triaxial compression tests on three-dimensional reinforced sand: effect of the geocell height. European Journal of Environmental and Civil Engineering, 26(5), 1694–1705. BenessalahI. SadekM. VillardP. ArabA. 2022 Undrained triaxial compression tests on three-dimensional reinforced sand: effect of the geocell height European Journal of Environmental and Civil Engineering 26 5 1694 1705 Search in Google Scholar

[23] Benessalah, I., Arab, A., & Meziane, E. H. (2021). Intergranular void ratio and undrained monotonic behavior of Chlef sand containing low plastic fines. Acta Mechanica, 232(4), 1621–1640. BenessalahI. ArabA. MezianeE. H. 2021 Intergranular void ratio and undrained monotonic behavior of Chlef sand containing low plastic fines Acta Mechanica 232 4 1621 1640 Search in Google Scholar

[24] Meziane, E. H., Benessalah, I. & Arab A. (2022). An insight into the liquefaction resistance of sand using cyclic undrained triaxial tests: Effect of the relative density and the loading amplitude. Acta Geotechnica Slovenica 18(2). 44–55. https://doi.org/10.18690/actageotechslov.18.2.44-55.2022 MezianeE. H. BenessalahI. ArabA. 2022 An insight into the liquefaction resistance of sand using cyclic undrained triaxial tests: Effect of the relative density and the loading amplitude Acta Geotechnica Slovenica 18 2 44 55 https://doi.org/10.18690/actageotechslov.18.2.44-55.2022 Search in Google Scholar

[25] Boutouba, K., Benessalah, I., Arab, A., & Henni, A. D. (2019). Shear strength enhancement of cemented reinforced sand: role of cement content on the macro-mechanical behavior. Studia Geotechnica et Mechanica, 41(4), 200–211. BoutoubaK. BenessalahI. ArabA. HenniA. D. 2019 Shear strength enhancement of cemented reinforced sand: role of cement content on the macro-mechanical behavior Studia Geotechnica et Mechanica 41 4 200 211 Search in Google Scholar

[26] Merabet, K., Benessalah, I., Chemmam, M., & Arab, A. (2020). Laboratory study of shear strength response of Chlef natural sand: Effect of saturation. Marine Georesources & Geotechnology, 38(4), 461–467. MerabetK. BenessalahI. ChemmamM. ArabA. 2020 Laboratory study of shear strength response of Chlef natural sand: Effect of saturation Marine Georesources & Geotechnology 38 4 461 467 Search in Google Scholar

[27] Della, N., Belkhatir, M., Arab, A., Canou, J., & Dupla, J. C. (2015). Undrained monotonic response and instability of medium-dense sandy soil. Marine Georesources & Geotechnology, 33(6), 487–495. DellaN. BelkhatirM. ArabA. CanouJ. DuplaJ. C. 2015 Undrained monotonic response and instability of medium-dense sandy soil Marine Georesources & Geotechnology 33 6 487 495 Search in Google Scholar

[28] Aouali, N., Benessalah, I., Arab, A., Ali, B., & Abed, M. (2019). Shear strength response of fibre reinforced Chlef (Algeria) silty sand: laboratory study. Geotechnical and Geological Engineering, 37(2), 1047–1057. AoualiN. BenessalahI. ArabA. AliB. AbedM. 2019 Shear strength response of fibre reinforced Chlef (Algeria) silty sand: laboratory study Geotechnical and Geological Engineering 37 2 1047 1057 Search in Google Scholar

[29] Bouaricha, L., Henni, A. D., & Lancelot, L. (2017). A laboratory investigation on shear strength behavior of sandy soil: effect of glass fiber and clinker residue content. Studia Geotechnica et Mechanica, 39(4), 3–15. BouarichaL. HenniA. D. LancelotL. 2017 A laboratory investigation on shear strength behavior of sandy soil: effect of glass fiber and clinker residue content Studia Geotechnica et Mechanica 39 4 3 15 Search in Google Scholar

[30] ASTM D3080. : Standard test method for direct shear test of soils under consolidated drained conditions, American Society for Testing and Materials, West Conshohocken, (2005). ASTM D3080 Standard test method for direct shear test of soils under consolidated drained conditions American Society for Testing and Materials West Conshohocken 2005 Search in Google Scholar

[31] Nougar, B., Brahimi, A., Bouri, D. E., Arab, A., Benessalah I. (2019). Laboratory investigation into the effect of fines plasticity on the mechanical behavior of sand/fines mixtures. Transportation Infrastructure Geotechnology 8(3).438–451. NougarB. BrahimiA. BouriD. E. ArabA. BenessalahI. 2019 Laboratory investigation into the effect of fines plasticity on the mechanical behavior of sand/fines mixtures Transportation Infrastructure Geotechnology 8 3 438 451 Search in Google Scholar

[32] Benessalah, I., Arab, A., Villard, P., Sadek, M., & Kadri, A. (2016). Laboratory study on shear strength behaviour of reinforced sandy soil: effect of glass-fibre content and other parameters. Arabian Journal for Science and Engineering, 41, 1343–1353. BenessalahI. ArabA. VillardP. SadekM. KadriA. 2016 Laboratory study on shear strength behaviour of reinforced sandy soil: effect of glass-fibre content and other parameters Arabian Journal for Science and Engineering 41 1343 1353 Search in Google Scholar

[33] Ateş, A. (2016). Mechanical properties of sandy soils reinforced with cement and randomly distributed glass fibers (GRC). Composites Part B: Engineering, 96, 295–304. AteşA. 2016 Mechanical properties of sandy soils reinforced with cement and randomly distributed glass fibers (GRC) Composites Part B: Engineering 96 295 304 Search in Google Scholar

[34] Sadek, S., Najjar, S., & Abboud, A. (2013). Compressive strength of fiber-reinforced lightly-cement stabilized sand. In Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris. SadekS. NajjarS. AbboudA. 2013 Compressive strength of fiber-reinforced lightly-cement stabilized sand In Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering Paris Search in Google Scholar

[35] Malidarreh, N. R., Shooshpasha, I., Mirhosseini, S. M., & Dehestani, M. (2018). Effects of reinforcement on mechanical behaviour of cement treated sand using direct shear and triaxial tests. International Journal of Geotechnical Engineering, 12(5), 491–499. MalidarrehN. R. ShooshpashaI. MirhosseiniS. M. DehestaniM. 2018 Effects of reinforcement on mechanical behaviour of cement treated sand using direct shear and triaxial tests International Journal of Geotechnical Engineering 12 5 491 499 Search in Google Scholar

[36] Al-Refeai, T. O. (1991). Behavior of granular soils reinforced with discrete randomly oriented inclusions. Geotextiles and Geomembranes, 10(4), 319–333. Al-RefeaiT. O. 1991 Behavior of granular soils reinforced with discrete randomly oriented inclusions Geotextiles and Geomembranes 10 4 319 333 Search in Google Scholar

[37] Michalowski, R. L., & Zhao, A. (1996). Failure of fiber-reinforced granular soils. Journal of geotechnical engineering, 122(3), 226–234. MichalowskiR. L. ZhaoA. 1996 Failure of fiber-reinforced granular soils Journal of geotechnical engineering 122 3 226 234 Search in Google Scholar

[38] Di Prisco, C., & Nova, R. (1993). A constitutive model for soil reinforced by continuous threads. Geotextiles and Geomembranes, 12(2), 161–178. Di PriscoC. NovaR. 1993 A constitutive model for soil reinforced by continuous threads Geotextiles and Geomembranes 12 2 161 178 Search in Google Scholar

[39] Wu, T. H., Beal, P. E., & Lan, C. (1988). In-situ shear test of soil-root systems. Journal of Geotechnical Engineering, 114(12), 1376–1394. WuT. H. BealP. E. LanC. 1988 In-situ shear test of soil-root systems Journal of Geotechnical Engineering 114 12 1376 1394 Search in Google Scholar

[40] Vaid, P.Y., Sivathayalan, S., Stedman, D.: Influence of specimen reconstituting method on the undrained response of sand. Geotech. Test. J. 22, 187–195 (1999) VaidP.Y. SivathayalanS. StedmanD. Influence of specimen reconstituting method on the undrained response of sand Geotech. Test. J. 22 187 195 1999 Search in Google Scholar

[41] Kuerbis, R., Vaid, Y.P.: Sand sample preparation—the slurry deposition method. Soils Found 28, 107–118 (1988) KuerbisR. VaidY.P. Sand sample preparation—the slurry deposition method Soils Found 28 107 118 1988 Search in Google Scholar

[42] Della, N., Belkhatir, M., Arab, A., Canou, J., & Dupla, J. C. (2014). Effect of fabric method on instability behavior of granular material. Acta Mechanica, 225(7), 2043–2057. DellaN. BelkhatirM. ArabA. CanouJ. DuplaJ. C. 2014 Effect of fabric method on instability behavior of granular material Acta Mechanica 225 7 2043 2057 Search in Google Scholar