Chapter
May 9, 2024

Analysis of the Evolution Law of Hysteresis Curve Morphological Characteristics of Polyurethane-Bonded Rubber Particle-Sand Mixture under Cyclic Loading

Publication: Cold Regions Engineering 2024: Sustainable and Resilient Engineering Solutions for Changing Cold Regions

ABSTRACT

A new composite material of polyurethane-bonded rubber particle-sand mixture (PolyBRuS) is presented here. A series of cyclic triaxial tests were carried out the hysteresis curves under different confining pressures, temperatures, and freeze–thaw cycles, and then the morphological characteristics and evolution law of hysteresis curves under low-temperature conditions were analyzed. The results indicate that the dynamic strain amplitude, temperature, and number of freeze–thaw cycles have a great influence on the hysteresis curve, while the confining pressure has little influence on the hysteresis curve. While the temperature (T) is −15°C and the number of freeze–thaw cycles (N) is 25, the long-axis slope K, i.e., the elastic properties and stiffness of the PolyBRuS material, decreases with increasing dynamic strain amplitude, tends to increase with higher confinement pressures. While N = 25 and the confining pressures (σ3) is 25 kPa, the distance between the center point of the adjacent hysteresis curve d, i.e., fine microscopic damage of the PolyBRuS material, grows with increasing dynamic strain amplitude, rises with lower temperature. While T = −10°C and σ3 = 25 kPa, hysteresis curve area S, i.e., energy dissipation of the PolyBRuS material, increases non-linearly in relation to the dynamic strain, and reduces with the enlarge of the number of freeze–thaw cycles, however, this reduction is negligible. Further research should focus on the quantitative analysis of the morphological characteristics and evolution law of hysteresis curves.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

References

Wotherspoona, L.M., Sritharanb, S., Pender, M.J. 2010. Modelling the response of cyclically loaded bridge columns embedded in warm and seasonally frozen soils[J]. Engineering Structures, 32: 933-943.
Xiong, F., Yang Z. (Joey). 2008. Effects of seasonally frozen soil on the seismic behavior of bridges[J]. Cold Regions Science and Technology, 54: 44-53.
Plotnikova, A., Wotherspoona, L., Beskhyroun, S., et al. 2019. Influence of seasonal freezing on dynamic bridge characteristics using insitu monitoring data[J]. Cold Regions Science and Technology, 160: 184-190.
Fei, W., Yang, Z., Sun, T. 2019. Ground freezing impact on laterally loaded pile foundations considering strain rate effect[J]. Cold Regions Science and Technology, 157: 53-63.
Suleiman, M.T., Sritharan, S., White, D.J. 2006. Cyclic lateral load response of bridge column– foundation–soil systems in freezing conditions[J]. Journal of Structural Engineering, 132 (11): 1745-1754.
Yang, Z., Dutta, U., Zhu, D., et al. 2007. Seasonal Frost Effects on the Soil–Foundation–Structure Interaction System[J]. Journal of Cold Regions Engineering, 21 (4): 108-120.
Yin, P., Wang, K., Chen L., et al. 2023. Horizontal Bearing Capacity and Reliability of Piles in Coastal Soft Soil Considering the Time-Varying Characteristics[J]. Journal of Marine Science and Engineering, 2023, 11(2): 247-247.
Zhang, X., Yang, Z. (Joey), Chen, X., et al. 2021. Experimental study of frozen soil effect on seismic behavior of bridge pile foundations in cold regions[J]. Structures, 32, 1752-1762.
Guan, J., Zhang, X., Chen, X., et al. 2022. Influence of seasonal freezing-thawing soils on seismic performance of high-rise cap pile foundation in permafrost regions[J]. Cold Regions Science and Technology, 199, 103581.
Ssto, T., Konagai, K., Ikeda, T., et al. 2019. Effect of surface layer freeze to soil-pile inter action [C]//MATEC Web of Conferences. France: EDP Sciences.
Vaziri, H., Han, Y. 1991. Full-scale field studies of the dynamic response of piles embedded in partially frozen soils[J]. Canadian Geotechnical Journal. 28(5):708-718.
Pacheco, F.T., Yining, D., Said, J. 2012. Properties and durability of concrete containing polymeric wastes (tyre rubber and polyethylene terephthalate bottles): An overview[J]. Construction and Building Materials, 30, 714-724.
Krzysztof, F. 2022. Waste tire rubber-based materials: Processing, performance properties and development strategies[J]. Advanced Industrial and Engineering Polymer Research, 5, 234-247.
Ghazavi, M., Roustaci, M. 2013. Freeze-thaw Performance of Clayey Soil Reinforced with Geotextile Layer[J]. Cold Regions Science and Technology, 89(7): 22-29.
Anbazhagan, P., Mamatha, M., Soumyashrrree, P. et al. 2011. Laboratory characterization of tyre crumbs soil mixture for developing low-cost damping materials[J]. International Journal of Earth Sciences and Engineering, 4(6): 63-66.
Moghadam, M.J., Zad, A., Mehrannia, N. et al. 2018. Experimental evaluation of mechanically stabilized earth walls with recycled crumb rubbers[J]. Journal of Rock Mechanics and Geotechnical Engineering, 10(5): 947-957.
Ahmadi, H., Hajialilue, B.M. 2012. Experimental and analytical investigations on bearing capacity of strip footing in reinforced sand backfills and flexible retaining wall[J]. Acta Geotechnica, 7(4): 357-373.
Ahn, I.S., Cheng, L. 2014. Tire derived aggregate for retaining wall backfill under earthquake loading[J]. Construction and Building Materials, 57, 105-116.
Dou, Y., Feng, G., Xu, L. et al. 2022. Modification of rubber particles and its application in rubberized concrete[J]. Journal of Building Engineering, 51,104346.
Edinçliler, A., Yildiz, O. 2015. Seismic behavior of tire waste-sand mixtures for transportation infrastructure in cold regions[J]. Sciences in Cold and Arid Regions, 7(5): 626-631.
Madhusudhan, B.R., Boominathan, A., Banerjee, S. 2019. Properties of Sand-Rubber Tyre Shreds Mixtures for Seismic Isolation Applications[J]. Soil Dynamics and Earthquake Geotechnical Engineering, 267-274.
Promputthangkoon, P., Hyde, F.L. 2008. Compressibility and liquefaction potential of rubber composite soils. International Association of Marine and Polar Engineers.
Tsang, H.H., Lo, S. H., Xu, X., et al. 2012. Seismic isolation for low-to-medium-rise buildings using granulated rubber-soil mixtures: numerical study[J]. Earthquake Engineering Structure Dyn.
Yin, P., Yu, W., Yang Z. (Joey), et al. 2022. Strength characteristics and constitutive model of rubber-sand-polyurethane composites after freeze-thaw cycles[J]. Acta Materiae Compositae Sinica, 39 (07): 3415-3427.
Mahmoud, G., Masoud, K. 2022. Shear modulus and damping characteristics of uniform and layered sand-rubber grain mixtures[J]. Soil Dynamics and Earthquake Engineering, 162, 107412.
Figueroa, J.L., Saada, A.S., Liang, L. et al. 1994. Evaluation of Soil Liquefaction by Energy Principles[J]. Journal of Geotechnical Engineering. 120(9), 1554-1569
ASTM International, 2017. D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), West Conshohocken, PA, USA.
Xi, D., Liu, X., Zhang, C. 2003. Analysis of micro and meso-damage of rock by macro hysteresis curve[J]. Chinese Journal of Rock Mechanics and Engineering, 22(2), 182-187.
Luo, F., Zhao, S., Ma, W. et al. 2013. Quantitative research on morphological characteristics of hysteretic curves of frozen Qinghai-Tibet clay[J]. Chinese Journal of Tock Mechanics and Engineering. 32(1): 208-215.
Luo, F., Zhao, S., Ma, W. et al. 2014. Experimental study on morphological properties of hysteretic curves of frozen Lanzhou loess under stepped axial cyclic loading[J]. China Civil Engineering Journal, 47(1): 127-133.
Kumar, S.S., Krishna, A.M., Dey, A. 2017. Evaluation of dynamic properties of sandy soil at high cyclic strains[J]. Soil Dynamics and Earthquake Engineering. 99, 157-167.
ASTM D 3999. Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus.
Li, T., Lu, G., Wang, D., et al. 2019. Key properties of high-performance polyurethane bounded pervious mixture[J]. J. China J. Highw Transp, 32 (04): 158-169.
Rousakis T., Papadouli, E., Sapalidis, A., et al. 2020. Flexible joints between RC frames and masonry infill for improved seismic performance-Shake table test[J]. Taylor & Francis Group; London, UK: pp. 499-507.
B.K., Lee, J. C. 1995. Modification of waterborne polyurethanes by acrylate incorporations [J]. Journal of Applied Polymer Science, 58, 1117-1124.
Lasowicz, N., Kwiecień, A., Jankowski, R. 2020. Experimental Study on the Effectiveness of Polyurethane Flexible Adhesive in Reduction of Structural Vibrations[J]. Polymers, 12(10), 2364
Yin, P., Luo, P., Yang Z. (Joey), et al. 2021. Experimental Study on Mechanical Properties of Rubber-sand Cementing Materials under Freeze-thaw Cycles[J]. J. China. J. Highw. Transp, 36(01): 70-79.
Yin, P., Shen, F., Yang Z. (Joey), et al. 2023. Dynamic Characteristics of Polyurethane-Bonded Rubber Particle-Sand Mixture Subject to Freeze-Thaw Cycling[J]. Journal of Cold Regions Engineering, 37(3), 04023014.
Yu, W., Yin, P., Yang Z. (Joey), et al. 2021. Experimental study on dynamic characteristics of improved waste tire materials[J]. J. Transp. Sci. Eng. 37 (2): 55-60.
Yang Z. (Joey), Shen, F., Yin, P., et al. 2023. A new approach for improving lateral performance of pile foundations in seasonally frozen regions[J]. Cold Regions Science and Technology, 207, 103778.

Information & Authors

Information

Published In

Go to Cold Regions Engineering 2024
Cold Regions Engineering 2024: Sustainable and Resilient Engineering Solutions for Changing Cold Regions
Pages: 616 - 626

History

Published online: May 9, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Pingbao Yin [email protected]
Associate Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan, China (corresponding author). Email: [email protected]
Xianwu Tang [email protected]
Graduate Student, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan, China. Email: [email protected]
Zhaohui “Joey” Yang [email protected]
Professor, Civil Engineering Dept., Univ. of Alaska Anchorage, Anchorage, Alaska. Email: [email protected]
Doctoral Student, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan, China. Email: [email protected]
Fengqi Shen [email protected]
Graduate Student, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan, China. Email: [email protected]
Graduate Student, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$114.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$114.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share