Impact of Freezing and Thawing Cycles on Mechanical Performance of Carbon Fiber-Reinforced Cement-Stabilized Sand

Subject Areas : Journal of Environmental Friendly Materials

M. Nourmohammadi ¹ , Z. Aghaei ² , M. Bayat ³

1 - Department of Civil Engineering, Najafabad Branch, Islamic Azad University, Najafabad, Iran.
2 - School of Civil Engineering, University College of Engineering, University of Tehran, Tehran, Iran.
3 - Department of Civil Engineering, Najafabad Branch, Islamic Azad University, Najafabad, Iran

Received: 2024-02-28 Accepted : 2024-06-08 Published : 2024-06-13

Keywords: Sand, Freeze-Thaw Cycles, Soil Stabilization, Carbon Fibers, Cement,

Abstract :

In civil engineering, natural soils often lack the strength required for intended loads. Soil improvement techniques, such as using cement and fibers, are employed to bolster mechanical properties for engineering structures. This study evaluates the efficacy of cement-stabilized sand reinforced with carbon fibers under freezing and thawing cycles. Key variables investigated include cement and carbon fiber content, curing periods, and freeze-thaw cycles. Results show significant enhancements in unconfined compressive strength (UCS) with the addition of cement and carbon fibers. For instance, specimens with 10% cement and 2% carbon fiber achieved UCS values of up to 1717 kPa, 1521 kPa, and 1347 kPa under varying freeze-thaw cycles at 28 days. This combination also reduces crack formation by increasing strain at failure points. Specimens with 2% carbon fibers and 10% cement exhibited the highest failure strains under freeze-thaw cycles. However, increasing freeze-thaw cycles led to decreased UCS, although carbon fiber-reinforced specimens showed more resilience. The study highlights the efficacy of combining carbon fibers and cement for reinforcing sandy soil under freeze-thaw conditions. Cement enhances UCS during stabilization, while carbon fibers improve strain at failure, enhancing soil deformability and mitigating failure mechanisms. This research provides insights into optimizing soil stabilization methods for civil engineering projects in challenging environmental conditions.

References:

[1] Asgari MR, Baghebanzadeh Dezfuli A, Bayat M. Experimental study on stabilization of a low plasticity clayey soil with cement/lime. Arab J. Geosci., 2015;8:1439-52.
[2] Bayat M, Asgari MR, Mousivand M. Effects of cement and lime treatment on geotechnical properties of a low plasticity clay. Int. Conf. Civil Eng. Archit. Urban Sustain. Dev. 27&28 November, 2013.
[3] ShahriarKian M, Kabiri S, Bayat M. Utilization of Zeolite to Improve the Behavior of Cement-Stabilized Soil. Int. J. Geosynth. Ground. Eng. 2021;7:35.
[4] Rezaei-Hosseinabadi MJ, Bayat M, Nadi B, Rahimi A. Sustainable utilisation of steel slag as granular column for ground improvement in geotechnical projects. Case Stud. Constr. Mater., 2022;17:e01333.
[5] Hakimelahi N, Bayat M, Ajalloeian R, Nadi B. Effect of woven geotextile reinforcement on mechanical behavior of calcareous sands. Case Stud. Constr. Mater., 2023;18:e02014.
[6] Roustaei M, Tavana J, Bayat M. Influence of adding waste polyethylene terephthalate plastic strips on uniaxial compressive and tensile strength of cohesive soil. Geopersia 2021,30;12(1):39-51.
[7] Cheshomi A, Sahragard A. Use of fine-grained soil for improvement of density and bearing capacity of aeolian sand. Geopersia 202327;13(2):261-74.
[8] Bayat M, Saadat M, Hojati A. Optimization of Dynamic Compaction Procedure for Sandy Soils. Civ. Eng. Infrastruct J. 2023.
[9] Salehi M, Bayat M, Saadat M, Nasri M. Experimental Study on Mechanical Properties of Cement-Stabilized Soil Blended with Crushed Stone Waste. KSCE J. Civ. Eng. 2021;25:1974-84.
[10] Salehi M, Bayat M, Saadat M, Nasri M. Prediction of unconfined compressive strength and California bearing capacity of cement- or lime-pozzolan-stabilised soil admixed with crushed stone waste. Geomech. Geoeng. 2023;18:272-83.
[11] Puppala AJ, Wattanasanticharoen E, Hoyos LR. Ranking of Four Chemical and Mechanical Stabilization Methods to Treat Low-Volume Road Subgrades in Texas. Transp. Res. Rec. 2003;1819:63-71.
[12] Ayeldeen M, Azzam W, Arab MG. The Use of Fiber to Improve the Characteristics of Collapsible Soil Stabilized with Cement. Geotech. Geol Eng. 2022;40:1873-85.
[13] Kulkarni PP, Mandal JN. Strength evaluation of soil stabilized with nano silica-cement mixes as road construction Material. Constr. Build. Mater. 2022;314:125363.
[14] Ghanbari M, Bayat M. Effectiveness of reusing steel slag powder and polypropylene fiber on the enhanced mechanical behavior of cement-stabilized sand. Civ. Eng. Infrastruct J. 2022.
[15] Eshaghzadeh M, Bayat M, Ajalloeian R, Hejazi SM. Mechanical behavior of silty sand reinforced with nanosilica-coated ceramic fibers. J.Adhes Sci. Technol., 2021;35:2664-83.
[16] Hadi Sahlabadi S, Bayat M, Mousivand M, Saadat M. Freeze–Thaw Durability of Cement-Stabilized Soil Reinforced with Polypropylene/Basalt Fibers. J Mater. Civ. Eng. 2021;33:04021232.
[17] Ahmadi H, Janati S, Jamshidi Chenari R. Strength Parameters of Stabilized Clay Using Polypropylene Fibers and Nano-MgO: An Experimental Study. Geotech. Geol. Eng. 2020;38:2845-58.
[18] Eissa A, Yasien AM, Bassuoni MT, Alfaro M. Nano-modified cementitious binders reinforced with basalt fiber/polymer pellets as a stabilizer for weak soils. Can J. Civ. Eng., 2023;50:879-91.
[19] Cui H, Jin Z, Bao X, Tang W, Dong B. Effect of carbon fiber and nanosilica on shear properties of silty soil and the mechanisms. Constr. Build. Mater. 2018;189:286-95.
[20] Tavakolipour M, Salemi N. Durability assessment of soft clay soil stabilized with halloysite nanotubes. Acta J Geodyn.Geromater. 2021;18:429-37.
[21] Gao L, Zhou Q, Yu X, Wu K, Mahfouz AH. Experimental study on the unconfined compressive strength of carbon fiber reinforced clay soil. Mar. Georesour. Geotechnol. 2017;35:143-8.
[22] Huang Y, Chen Y, Wang S, Wu M, Wang W. Effects of freeze–thaw cycles on volume change behavior and mechanical properties of expansive clay with different degrees of compaction. Int. J.Geomech.2022;22:04022050.
[23] Roustaei M. Shear modulus and damping ratio of clay soil under repeated freeze-thaw cycles. Acta Geodyn et Geomater. 2021:71-81.
[24] Ding M, Zhang F, Ling X, Lin B. Effects of freeze-thaw cycles on mechanical properties of polypropylene fiber and cement stabilized clay. Cold Reg.Sci.Technol. 2018;154:155-65.
[25] Qi J, Vermeer PA, Cheng G. A review of the influence of freeze-thaw cycles on soil geotechnical properties: Freeze-thaw and Soil Properties. Permafr. Periglacial Process.2006;17:245-52.
[26] Bao X, Huang Y, Jin Z, Xiao X, Tang W, Cui H, Chen X, Experimental investigation on mechanical properties of clay soil reinforced with carbon fiber. Constr. Build. Mater. Environ. Eng. Mater. Sci. 2021;280:122517.
[27] Bell F. Eng.Treat.Soil. CRC Press; 1993.
[28] Consoli NC, Vendruscolo MA, Fonini A, Dalla Rosa F. Fiber reinforcement effects on sand considering a wide cementation range. Geotext.Geomembr. 2009;27:196-203.
[29] Li M, He H, Senetakis K. Behavior of carbon fiber-reinforced recycled concrete aggregate. Geosynth.Int. 2017;24:480-90.
[30] Rahmannejad M, Toufigh V. Influence of curing time and water content on unconfined compressive strength of sand stabilized using epoxy resin. Int. J. Eng.2018;31:1187-95.
[31] Moayyeri N, Oulapour M, Haghighi A. Study of geotechnical properties of a gypsiferous soil treated with lime and silica fume. Geomech. Eng.2019;17:195-206.
[32] Park K, Jun S, Kim D. Effect of strength enhancement of soil treated with environment-friendly calcium carbonate powder.Sci. World J. 2014;2014.
[33] Banu SA, Attom MF. Effect of Curing Time on Lime-Stabilized Sandy Soil against Internal Erosion. Geosci.2023;13:102.
[34] Aiban SA. A study of sand stabilization in eastern Saudi Arabia. Eng. Geology.1994;38:65-79.
[35] Graham J, Au VCS. Effects of freeze–thaw and softening on a natural clay at low stresses. Can Geotech. J.1985;22:69-78.
[36] Aldaood A, Bouasker M, Al-Mukhtar M. Impact of freeze–thaw cycles on mechanical behaviour of lime stabilized gypseous soils. Cold Reg. Sci. Technol., 2014;99:38-45.
[37] Liu C, Lv Y, Yu X, Wu X. Effects of freeze-thaw cycles on the unconfined compressive strength of straw fiber-reinforced soil. Geotext.Geomembr., 2020;48:581-90.
[38] Hejazi SM, Sheikhzadeh M, Abtahi SM, Zadhoush A. A simple review of soil reinforcement by using natural and synthetic fibers, Constr. Build. Mater.2012;30:100-16.
[39] Jumassultan A, Sagidullina N, Kim J, Ku T, Moon S-W. Performance of cement-stabilized sand subjected to freeze-thaw cycles. Geomech. Eng.2021;25:41.
[40] Saxena SK, Lastrico RM. Static Properties of Lightly Cemented Sand. J. Geotech. Eng. Div.1978;104:1449-64.
[41] Mohamadi M, Choobbasti AJ. Stabilization of sandy soil using microfine cement and nanosilica grout. Arab J.Geosci.2021;14:1617.
[42] Ahmadi H. Experimental study of the effect of nano-additives on the stiffness of cemented fine sand. Int. J. Geotech. Eng.2021;15:433-46.
[43] Yarbaşı N, Kalkan E, Akbulut S. Modification of the geotechnical properties, as influenced by freeze–thaw, of granular soils with waste additives. Cold Reg. Sci. Technol.2007;48:44-54.
[44] Quang ND, Chai JC. Permeability of lime- and cement-treated clayey soils. Can Geotech. J.2015;52:1221-7.
[45] Sagidullina N, Abdialim S, Kim J, Satyanaga A, Moon S-W. Influence of Freeze–Thaw Cycles on Physical and Mechanical Properties of Cement-Treated Silty Sand. Sustain.2022;14:7000.
[46] Zhao Y, Yang Y, Ling X, Li G, Gong W. Mechanical behaviors of natural sand soils and modified soils in heavy-haul railway embankment. Adv. Civ. Eng.2020;2020:1-12.
[47] Ren Q, Li Z. Experimental study on the influence of curing methods on the compressive strength of improved sand., Case. Stud. Const. Mater. 2023;19:e02626.
[48] Zaimoglu AS. Freezing–thawing behavior of fine-grained soils reinforced with polypropylene fibers. Cold Reg. Sci. Technol.2010;60:63-5.
[49] Roustaei M, Eslami A, Ghazavi M. Effects of freeze–thaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters. Cold Reg. Sci. Technol.2015;120:127-37.
[50] Abdi MR, Ghalandarzadeh A, Chafi LS. An investigation into the effects of lime on compressive and shear strength characteristics of fiber-reinforced clays. J. Rock. Mech. Geotech. Eng.2021;13:885-98.
[51] Rezaeian M, Ferreira PMV, Ekinci A. Mechanical behaviour of a compacted well-graded granular material with and without cement. Soil. Found., 2019;59:687-98.
[52] Ple O, Lê TNH. Effect of polypropylene fiber-reinforcement on the mechanical behavior of silty clay. Geotext.Geomembr.2012;32:111-116.
[53] Yadav JS, Tiwari SK. Behaviour of cement stabilized treated coir fibre-reinforced clay-pond ash mixtures. J. Build. Eng., 2016;8:131-40.
[54] Wei L, Chai SX, Zhang HY, Shi Q. Mechanical properties of soil reinforced with both lime and four kinds of fiber. Construct. Build.Mater.2018;172:300-8.
[55] Chen S, Zheng Y. Study on the Evolutionary Model and Structural Simulation of the Freeze–Thaw Damage of Cemented Sand and Gravel (CSG). J. Inst. Eng. India Ser. A 2018;99:699-704.
[56] Maher MH, Ho YC. Behavior of fiber-reinforced cemented sand under static and cyclic loads. Geotech. Test. J. 1993;16:330-8.
[57] Hohmann-Porebska M. Microfabric effects in frozen clays in relation to geotechnical parameters. Appl. Clay Sci., 2002;21:77-87.
[58] Qiu R, Tong H, Gu M, Yuan J. Strength and micromechanism analysis of microbial solidified sand with carbon fiber. Adv. Civ. Eng.2020;2020:1-10.
[59] Ji Y, Zou Y, Ma Y, Wang H, Li W, Xu W. Frost Resistance Investigation of Fiber-Doped Cement. Compos. Mater. 2022;15:2226.