Effect and Mechanism of Freeze–Thaw Cycles on Static and Dynamic Characteristics of Expandable Polystyrene Lightweight Soil
Publication: International Journal of Geomechanics
Volume 24, Issue 2
Abstract
We study the static and dynamic characteristics of expanded polystyrene (EPS) lightweight soil (SCS) under freeze–thaw cycles (NF-T) through unconfined compressive strength (UCS) and dynamic triaxial tests. The stress–strain curve, UCS, static elastic modulus (E), dynamic strength (σdmax), dynamic elastic modulus (Ed), and damping ratio (λ) of SCS with different EPS contents and NF-T are discussed. From an energy perspective, the change rules of the SCS failure strain energy density and hysteresis loop energy dissipation after NF-T are analyzed. The results are as follows: (1) the UCS and E of the SCS decreased with increasing NF-T; the UCS decreased significantly after NF-T = 1 and then tended to stabilize. EPS particles can reduce the thermal conductivity and volumetric water content of SCS, and enhance the deformation ability of particles inside SCS, thereby improving the overall frost resistance of SCS; (2) σdmax and Ed decrease rapidly and then tend to be stable with an increase in NF-T. The SCS backbone curve and the curve of λ against dynamic strain have an obvious intersection when the dynamic strain is approximately 1%; and (3) the total work, elastic strain energy, and dissipated energy of the SCS decreased with increasing NF-T, which was significant after NF-T = 1. The dissipative energy of the SCS increased with increasing dynamic strain. When the dynamic strain was constant, the dissipative energy increased with NF-T. Accordingly, the relationships between the UCS and E and σdmax and UCS of SCS under different values of NF-T are established to provide a theoretical reference for the application of SCS to subgrade engineering.
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Data Availability Statement
All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This research was funded by the National Natural Science Foundation of China (Grant Number 52179107), the National Natural Science Foundation of China (Grant Number 41772311), and the Zhejiang Provincial Natural Science Foundation of China (Grant Number LQ20E080005).
References
Abbaspour, M., S. S. Narani, E. Aflaki, and F. M. Nejad. 2020. “Behavior of a subgrade soil reinforced by waste tire textile fibers under static and cyclic loading.” J. Mater. Civ. Eng. 32: 020208. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003279.
Abdollahi, M., T. S. N. Moghaddas, and B. Leshchinsky. 2021. “Protection of buried utilities against repeated loading: Application of geogrid-EPS geofoam system.” Int. J. Geomech. 21 (9): 04021158. https://doi.org/10.1061/(asce)gm.1943-5622.0002120.
Ahmadi, S., H. Ghasemzadeh, and F. Changizi. 2021. “Effects of a low-carbon emission additive on mechanical properties of fine-grained soil under freeze–thaw cycles.” J. Cleaner Prod. 304: 127157. https://doi.org/10.1016/j.jclepro.2021.127157.
Ali, Y. A. Y., E. H. A. Fahmy, M. N. Abouzeid, Y. B. I. Shaheen, and M. N. A. Mooty. 2020. “Use of expanded polystyrene in developing solid brick masonry units.” Constr. Build. Mater. 242: 118109. https://doi.org/10.1016/j.conbuildmat.2020.118109.
Assaad, J., and A. El-Mir. 2020. “Durability of polymer-modified lightweight flowable concrete made using expanded polystyrene.” Constr. Build. Mater. 249: 118764. https://doi.org/10.1016/j.conbuildmat.2020.118764.
Brooks, A. L., H. Zhou, and D. Hanna. 2018. “Comparative study of the mechanical and thermal properties of lightweight cementitious composites.” Constr. Build. Mater. 159: 316–328. https://doi.org/10.1016/j.conbuildmat.2017.10.102.
Chen, S., X. Hou, T. Luo, Y. Yu, and L. Jin. 2019. “Effects of MgO nanoparticles on dynamic shear modulus of loess subjected to freeze–thaw cycles.” J. Mater. Res. Technol. 18: 5019–5031. https://doi.org/10.1016/j.jmrt.2022.05.013.
Chen, S., T. Luo, G. Li, and Y. Zhang. 2022. “Effects of cyclic freezing–thawing on dynamic properties of loess reinforced with polypropylene fiber and fly ash.” Water 14: 317. https://doi.org/10.3390/w14030317.
Cheng, C., S. Hong, Y. Zhang, and J. He. 2020. “Effect of expanded polystyrene on the flexural behavior of lightweight glass fiber reinforced cement.” Constr. Build. Mater. 265: 120328. https://doi.org/10.1016/j.conbuildmat.2020.120328.
Dai, S., B. Han, N. Li, B. Wang, B. He, and J. Liu. 2022. “Morphologic analysis of hysteretic behavior of China Laizhou Bay submarine mucky clay and its cyclic failure criteria.” Bull. Eng. Geol. Environ. 81: 52. https://doi.org/10.1007/s10064-021-02518-6.
Deng, A., and Y. Xiao. 2010. “Measuring and modeling proportion-dependent stress–strain behavior of EPS-sand mixture.” Int. J. Geomech. 10 (6): 214–222. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000062.
Deng, Q.-L., and X.-W. Ren. 2017. “An energy method for deformation behavior of soft clay under cyclic loads based on dynamic response analysis.” Soil Dyn. Earthquake Eng. 94: 75–82. https://doi.org/10.1016/j.soildyn.2016.12.012.
Ding, L.-q., S. K. Vanapalli, W.-l. Zou, Z. Han, and X.-q. Wang. 2021. “Freeze–thaw and wetting–drying effects on the hydromechanical behavior of a stabilized expansive soil.” Constr. Build. Mater. 275: 122162. https://doi.org/10.1016/j.conbuildmat.2020.122162.
Ding, M., F. Zhang, X. Ling, and B. Lin. 2018. “Effects of freeze–thaw cycles on mechanical properties of polypropylene fiber and cement stabilized clay.” Cold Reg. Sci. Technol. 154: 155–165. https://doi.org/10.1016/j.coldregions.2018.07.004.
Dueramae, S., S. Sanboonsiri, T. Suntadyon, B. Aoudta, W. Tangchirapat, P. Jongpradist, T. Pulngern, P. Jitsangiam, and C. Jaturapitakkul. 2021. “Properties of lightweight alkali activated controlled low-strength material using calcium carbide residue—Fly ash mixture and containing EPS beads.” Constr. Build. Mater. 297: 123769. https://doi.org/10.1016/j.conbuildmat.2021.123769.
Gao, C., G. Du, Q. Guo, and Z. Zhuang. 2020. “Static and dynamic behaviors of basalt fiber reinforced cement-soil after freeze–thaw cycle.” KSCE J. Civ. Eng. 24: 3573–3583. https://doi.org/10.1007/s12205-020-2266-5.
Gao, H., C. Bu, Z. Wang, Y. Shen, and G. Chen. 2017. “Dynamic characteristics of expanded polystyrene composite soil under traffic loadings considering initial consolidation state.” Soil Dyn. Earthquake Eng. 102: 86–98. https://doi.org/10.1016/j.soildyn.2017.08.012.
Gao, H. M., X. Li, Z. H. Wang, A. W. Stuedlein, and Y. Wang. 2019. “Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains.” Geosynth. Int. 26 (4): 436–450. https://doi.org/10.1680/jgein.19.00029.
Gao, Y., W. Shumao, and C. Chen. 2011. “A united deformation-strength framework for Lightweight Sand–EPS Beads Soil (LSES) under cyclic loading.” Soil Dyn. Earthquake Eng. 31: 1144–1153. https://doi.org/10.1016/j.soildyn.2011.04.002.
GB (Guobiao Standards). 2019. Standard for soil method. GB/T 50123-2019. Beijing: China Planning.
Huang, Y., Y. Chen, S. Wang, M. Wu, and W. Wang. 2022. “Effects of freeze–thaw cycles on volume change behavior and mechanical properties of expansive clay with different degrees of compaction.” Int. J. Geomech. 22 (5): 04022050. https://doi.org/10.1061/(asce)gm.1943-5622.0002347.
Jamshidvand, S., A. Ardakani, and A. Kordnaeij. 2022. “Effect of cement and zeolite on silty sand samples under freeze–thaw cycles.” Road Mater. Pavement Des. 23: 1836–1859. https://doi.org/10.1080/14680629.2021.1924238.
Jia, J., G. Huang, L. Wang, and Q. Cheng. 2021. “Study on a new method of weakening end effect in uniaxial compression test.” [In Chinese.] Gold Sci. Technol. 29 (3): 382–391. https://doi.org/10.11872/j.issn.1005-2518.2021.03.003.
Jiang, P., Y. Chen, X. Song, N. Li, W. Wang, and E. Wu. 2022a. “Study on compressive properties and dynamic characteristics of polypropylene-fiber-and-cement-modified iron-ore tailing under traffic load.” Polymers 14: 1995. https://doi.org/10.3390/polym14101995.
Jiang, P., Y. Chen, W. Wang, J. Yang, H. Wang, N. Li, and W. Wang. 2022b. “Flexural behavior evaluation and energy dissipation mechanisms of modified iron tailings powder incorporating cement and fibers subjected to freeze–thaw cycles.” J. Cleaner Prod. 351: 131527. https://doi.org/10.1016/j.jclepro.2022.131527.
Jiang, P., Y. W. Chen, N. Li, and W. Wang. 2023. “Cumulative deformation and damage evolution of fiber cement–modified iron tailings under cyclic load.” Int. J. Geomech. 23 (4): 04023004. https://doi.org/10.1061/ijgnai.Gmeng-8103.
Jiang, P., X. Zhou, J. Qian, and N. Li. 2022c. “Experimental study on the influence of dry–wet cycles on the static and dynamic characteristics of fiber-modified lime and fly ash-stabilized iron tailings at early curing age.” Crystals 12: 568. https://doi.org/10.3390/cryst12050568.
Koyama, A., D. Suetsugu, Y. Fukubayashi, and H. Mitabe. 2022. “Experimental study on the dynamic properties of rigid polyurethane foam in stress-controlled cyclic uniaxial tests.” Constr. Build. Mater. 321: 126377. https://doi.org/10.1016/j.conbuildmat.2022.126377.
Li, C., P. K. R. Vennapusa, J. Ashlock, and D. J. White. 2017a. “Mechanistic-based comparisons for freeze–thaw performance of stabilized unpaved roads.” Cold Reg. Sci. Technol. 141: 97–108. https://doi.org/10.1016/j.coldregions.2017.06.004.
Li, M., K. Wen, L. Li, and A. Tian. 2017b. “Mechanical properties of expanded polystyrene beads stabilized lightweight soil.” Geomech. Eng. 13: 459–474. https://doi.org/10.12989/gae.2017.13.3.459.
Li, N., Y. Zhu, F. Zhang, S. M. Lim, W. Wu, and W. Wang. 2021a. “Unconfined compressive properties of fiber-stabilized coastal cement clay subjected to freeze–thaw cycles.” J. Mar. Sci. Eng. 9: 143. https://doi.org/10.3390/jmse9020143.
Li, Q., H. Wei, Y. Zhang, L. Han, S. Han, and N. Ding. 2020. “The variations on thermal conductivity and structures of silty clay modified by waste fly ash and oil shale ash after freeze–thaw cycles.” Constr. Build. Mater. 260: 119954. https://doi.org/10.1016/j.conbuildmat.2020.119954.
Li, S., Z. You, I.-H. Ho, L. Ma, Y. Yu, and C. Wang. 2022. “Evolution of soil arching subjected to dynamic loads.” Int. J. Geomech. 22 (9): 04022144. https://doi.org/10.1061/(asce)gm.1943-5622.0002492.
Li, Y., X. Ling, L. Su, L. An, P. Li, and Y. Zhao. 2017c. “Tensile strength of fiber reinforced soil under freeze–thaw condition.” Cold Reg. Sci. Technol. 146: 53–59. https://doi.org/10.1016/j.coldregions.2017.11.010.
Li, Z., W. Chen, H. Hao, M. Z. N. Khan, and T. M. Pham. 2021b. “Dynamic compressive properties of novel lightweight ambient-cured EPS geopolymer composite.” Constr. Build. Mater. 273: 122044. https://doi.org/10.1016/j.conbuildmat.2020.122044.
Liu, C., Y. Lv, X. Yu, and X. Wu. 2020. “Effects of freeze–thaw cycles on the unconfined compressive strength of straw fiber-reinforced soil.” Geotext. Geomembr. 48: 581–590. https://doi.org/10.1016/j.geotexmem.2020.03.004.
Liu, H., H. Zhang, and J. Wang. 2018. “Effect of freeze–thaw and water content on mechanical properties of compacted clayey soil.” [In Chinese.] Rock Soil Mech. 39 (1): 158–164. https://doi.org/10.16285/j.rsm.2017.0546.
Liu, H.-b., S. Sun, H.-b. Wei, and W.-j. Li. 2022. “Effect of freeze–thaw cycles on static properties of cement stabilised subgrade silty soil.” Int. J. Pavement Eng. 23: 3770–3782. https://doi.org/10.1080/10298436.2021.1919306.
Liu, J., T. Wang, and Y. Tian. 2010. “Experimental study of the dynamic properties of cement- and lime-modified clay soils subjected to freeze–thaw cycles.” Cold Reg. Sci. Technol. 61: 29–33. https://doi.org/10.1016/j.coldregions.2010.01.002.
Lu, W., J. Wang, and Y. Zhang. 2020a. “Strength characteristics of cement treated and expanded polystyrene mixed lightweight of waste soil from the construction site of a Yangtze River Bridge in China.” Adv. Civ. Eng. 2020: 1–7. https://doi.org/10.1155/2020/3640510.
Lu, Y., S. Liu, Y. Zhang, Z. Li, and L. Xu. 2020b. “Freeze–thaw performance of a cement-treated expansive soil.” Cold Reg. Sci. Technol. 170: 102926. https://doi.org/10.1016/j.coldregions.2019.102926.
Maaroufi, M., K. Abahri, C. El Hachem, and R. Belarbi. 2018. “Characterization of EPS lightweight concrete microstructure by X-ray tomography with consideration of thermal variations.” Constr. Build. Mater. 178: 339–348. https://doi.org/10.1016/j.conbuildmat.2018.05.142.
Mahmood, A., R. Hassan, and A. Fouad. 2022. “An assessment of lime–cement stabilisation on the elastic and resilient moduli of a clayey soil.” Int. J. Pavement Eng. 23: 3783–3796. https://doi.org/10.1080/10298436.2021.1921772.
Marradi, A., U. Pinori, and G. Betti. 2012. “The use of lightweight materials in road embankment construction.” Procedia Social Behav. Sci. 53: 1000–1009. https://doi.org/10.1016/j.sbspro.2012.09.949.
Morgado, A., A. Soares, I. Flores-Colen, M. R. Veiga, and M. G. Gomes. 2021. “Durability of thermal renders with lightweight and thermal insulating aggregates: Regranulated expanded cork, silica aerogel and expanded polystyrene.” Gels 7: 35. https://doi.org/10.3390/gels7020035.
Narani, S. S., M. Abbaspour, S. M. Mir Mohammad Hosseini, and F. Moghadas Nejad. 2020. “Long-term dynamic behavior of a sandy subgrade reinforced by Waste Tire Textile Fibers (WTTFs).” Transp. Geotech. 24: 100375. https://doi.org/10.1016/j.trgeo.2020.100375.
Orakoglu Firat, M., J. Liu, and F. Niu. 2017. “Dynamic behavior of fiber-reinforced soil under freeze–thaw cycles.” Soil Dyn. Earthquake Eng. 101: 269–284. https://doi.org/10.1016/j.soildyn.2017.07.022.
Padade, A. H., and J. N. Mandal. 2014. “Expanded polystyrene-based geomaterial with fly ash.” Int. J. Geomech. 14 (6): 06014013. https://doi.org/10.1061/(asce)gm.1943-5622.0000390.
Sayadi, A. A., J. V. Tapia, T. R. Neitzert, and G. C. Clifton. 2016. “Effects of expanded polystyrene (EPS) particles on fire resistance, thermal conductivity and compressive strength of foamed concrete.” Constr. Build. Mater. 112: 716–724. https://doi.org/10.1016/j.conbuildmat.2016.02.218.
Shi, G., and L. Li. 2021. “Quantitative fracture density prediction based on energy composition and strain energy theory.” [In Chinese.] Chin. J. Rock Mech. Eng. 40: 2826–2833. https://doi.org/10.13722/j.cnki.jrme.2020.0773.
Tan, X., W. Chen, H. Tian, and J. Yuan. 2013. “Degradation characteristics of foamed concrete with lightweight aggregate and polypropylene fibre under freeze–thaw cycles.” Mag. Concr. Res. 65: 720–730. https://doi.org/10.1680/macr.12.00145.
Tang, L., S. Cong, L. Geng, X. Ling, and F. Gan. 2018. “The effect of freeze–thaw cycling on the mechanical properties of expansive soils.” Cold Reg. Sci. Technol. 145: 197–207. https://doi.org/10.1016/j.coldregions.2017.10.004.
Tao, Z., Y. Zhang, X. Chen, and X. Gu. 2022. “Effects of freeze–thaw cycles on the mechanical properties of cement-fiber composite treated silty clay.” Constr. Build. Mater. 316: 125867. https://doi.org/10.1016/j.conbuildmat.2021.125867.
Thomas, G., and K. Rangaswamy. 2020. “Dynamic soil properties of nanoparticles and bioenzyme treated soft clay.” Soil Dyn. Earthquake Eng. 137: 106324. https://doi.org/10.1016/j.soildyn.2020.106324.
Vakili, A. H., M. Salimi, Y. Lu, M. Shamsi, and Z. Nazari. 2022. “Strength and post-freeze–thaw behavior of a marl soil modified by lignosulfonate and polypropylene fiber: An environmentally friendly approach.” Constr. Build. Mater. 332: 127364. https://doi.org/10.1016/j.conbuildmat.2022.127364.
Vo, H., and D. Park. 2016. “Lightweight treated soil as a potential sustainable pavement material.” J. Perform. Constr. Facil 30: C4014009. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000720.
Wang, D., H. Wang, S. Larsson, M. Benzerzour, W. Maherzi, and M. Amar. 2020a. “Effect of basalt fiber inclusion on the mechanical properties and microstructure of cement-solidified kaolinite.” Constr. Build. Mater. 241: 118085. https://doi.org/10.1016/j.conbuildmat.2020.118085.
Wang, F., X. Ping, J. Zhou, and T. Kang. 2019. “Effects of crumb rubber on the frost resistance of cement-soil.” Constr. Build. Mater. 223: 120–132. https://doi.org/10.1016/j.conbuildmat.2019.06.208.
Wang, H., R. Zentar, and D. Wang. 2022a. “Rheological characterization of fine-grained sediments under steady and dynamic conditions.” Int. J. Geomech. 22 (1): 04021260. https://doi.org/10.1061/(asce)gm.1943-5622.0002243.
Wang, H., R. Zentar, D. Wang, and F. Ouendi. 2022b. “New applications of ordinary Portland and calcium sulfoaluminate composite binder for recycling dredged marine sediments as road materials.” Int. J. Geomech. 22 (6): 04022068. https://doi.org/10.1061/(asce)gm.1943-5622.0002373.
Wang, J., D. Liu, and X. Yang. 2017. “Experimental study on dynamic constitutive relationship of gravel soil under traffic loading.” [In Chinese.] J. Chongqing Jiaotong Univ. 36 (8): 49–53. https://doi.org/10.3969/j.issn.1674-0696.2017.08.09.
Wang, R., Z. Hu, X. Ren, F. Li, and F. Zhang. 2021. “Dynamic modulus and damping ratio of compacted loess under long-term traffic loading.” Road Mater. Pavement Des. 23: 1731–1745. https://doi.org/10.1080/14680629.2021.1924232.
Wang, S.-l., Q.-f. Lv, H. Baaj, X.-y. Li, and Y.-x. Zhao. 2016. “Volume change behaviour and microstructure of stabilized loess under cyclic freeze–thaw conditions.” Can. J. Civ. Eng. 43: 865–874. https://doi.org/10.1139/cjce-2016-0052.
Wang, W., J. Li, and J. Hu. 2020b. “Unconfined mechanical properties of nanoclay cement compound modified calcareous sand of the South China Sea.” Adv. Civ. Eng. 2020: 1–16. https://doi.org/10.1155/2020/6623710.
Wang, W., J. Luo, N. Li, B. Li, J. Li, and S. Pu. 2023. “Mechanical properties and microscopic mechanism of cement-stabilized calcareous sand improved with a nano-MgO additive.” Int. J. Geomech. 23 (2): 06022040. https://doi.org/10.1061/(asce)gm.1943-5622.0002644.
Wang, Z., W. Zhang, P. Jiang, and C. Li. 2022c. “The elastic modulus and damage stress–strain model of polypropylene fiber and nano clay modified lime treated soil under axial load.” Polymers 14 (13): 2606. https://doi.org/10.3390/polym14132606.
Yang, A., S. Yang, S. Yang, S. Jiang, and Y. Wang. 2022. “Dynamic performance of municipal sludge solidified soil under freeze–thaw cycle.” [In Chinese.] J. Eng. Geol. 30 (4): 1044–1058. https://doi.org/10.13544/j.cnki.jeg.2020-033.
Yin, S., F. Linli, X. Shilang, H. Xiangming, W. Yuqing, and L. Chuanxiu. 2022. “Study on the bonding properties of the interface between ECC and thermal insulation materials under freeze–thaw environment.” Constr. Build. Mater. 333: 127399. https://doi.org/10.1016/j.conbuildmat.2022.127399.
Zentar, R., H. Wang, and D. Wang. 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. 279: 122447. https://doi.org/10.1016/j.conbuildmat.2021.122447.
Zhang, F., Z. Yang, B. Still, J. Wang, H. Yu, H. Zubeck, H. Hannele, T. Petersen, L. Aleshire. 2017. “Elastic properties of saline permafrost during thawing by bender elements and bending disks.” Cold Reg. Sci. Technol. 146: 60–71. https://doi.org/10.1016/j.coldregions.2017.11.014.
Zhang, F., D. Yang, and L. Zhang. 2018. “Research on filling scheme and deformation properties of wide subgrade of foamed lightweight soil on soft ground.” IOP Conf. Ser.: Earth Environ. Sci 108 (2): 022051. https://doi.org/10.1088/1755-1315/108/2/022051.
Zhang, Y., A. Johnson, and D. J. White. 2019. “Freeze–thaw performance of cement and fly ash stabilized loess.” Transp. Geotech. 21: 100279. https://doi.org/10.1016/j.trgeo.2019.100279.
Zhang, Y., G.-F. Zhao, X. Wei, and H. Li. 2021. “A multifrequency ultrasonic approach to extracting static modulus and damage characteristics of rock.” Int. J. Rock Mech. Min. Sci. 148: 104925. https://doi.org/10.1016/j.ijrmms.2021.104925.
Zhou, Y., M. Li, Q. He, and K. Wen. 2018. “Deformation and damping characteristics of lightweight clay-EPS soil under cyclic loading.” Adv. Civ. Eng. 2018: 1–10. https://doi.org/10.1155/2018/8093719.
Zhou, Y., M. Li, K. Wen, and R. Tong. 2019. “Stress–strain behaviour of reinforced dredged sediment and expanded polystyrenes mixture under cyclic loading.” Geomech. Eng. 17: 507–513. https://doi.org/10.12989/gae.2019.17.6.507.
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International Journal of Geomechanics
Volume 24 • Issue 2 • February 2024
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© 2023 American Society of Civil Engineers.
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Received: Nov 17, 2022
Accepted: Jul 29, 2023
Published online: Nov 21, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 21, 2024
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