Experimental Research on the Dynamic Deformation Characteristics of Rubber-Sand Mixtures

ZHU Xiaojun; SUN Miaomiao; FEI Kang

doi:10.3724/j.gyjzG23112213

Volume 55 Issue 11

Nov. 2025

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2025 > 55(11): 157-163

ZHU Xiaojun, SUN Miaomiao, FEI Kang. Experimental Research on the Dynamic Deformation Characteristics of Rubber-Sand Mixtures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 157-163. doi: 10.3724/j.gyjzG23112213

Citation:

ZHU Xiaojun, SUN Miaomiao, FEI Kang. Experimental Research on the Dynamic Deformation Characteristics of Rubber-Sand Mixtures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 157-163. doi: 10.3724/j.gyjzG23112213

Citation:

PDF( 1361 KB)

Experimental Research on the Dynamic Deformation Characteristics of Rubber-Sand Mixtures

doi: 10.3724/j.gyjzG23112213

1. School of Architechtual Science and Engineering, Yangzhou University, Yangzhou 225127, China;
2. Geotechnical Engineering Institute, Yangzhou University, Yangzhou 225127, China

Received Date: 2023-11-22
Available Online: 2026-01-06
Publish Date: 2025-11-20

Abstract

Abstract

By using the hollow cylinder torsional shear test system， this study investigated the dynamic deformation characteristics of rubber-sand mixtures with varying rubber contents， particle size ratios， and consolidation ratios. The effects and underlying mechanisms of these three factors on the dynamic deformation characteristics were explored. The test results showed that under isotropic consolidation， the specimens with higher rubber content required more vibration cycles to fail under cyclic torsional shear loading. As the particle size ratio increased， the specimens' deformation resistance was enhanced， thereby reducing the damage induced by the cyclic load. The dynamic shear modulus decreased with the rubber content but increased with the particle size ratio. The specimens with 5% rubber content exhibited the highest cumulative energy dissipation， which decreased as the rubber content increased. Furthermore， the damping ratio at 5% rubber content was significantly higher than that at 10% and 15%， and it decreased as the particle size ratio increased. Under anisotropic consolidation， the shear strain of the specimens decreased obviously， and a greater shear stress was required to induce failure. The influence of both rubber content and particle size ratio on the dynamic deformation of the specimens was relatively reduced， the attenuation rate of the dynamic shear modulus accelerated， and the sensitivity of the damping ratio to changes in both rubber content and particle size ratio decreased.
- rubber-sand mixture,
- hollow cylinder torsional shear test system,
- particle size ratio,
- dynamic shear modulus,
- dissipated energy

FullText(HTML)

References(18)

References

[1]	公安部交通管理局. 全国机动车保有量达4.35亿辆驾驶人达5.23亿人新能源汽车保有量超过2000万辆[EB/OL].[2023-01-11 ]. https://www.mps.gov.cn/n2254098/n4904352/c9384864/content.html.
[2]	MAEDA R，FINNEY B. Water quality assessment of submerged tire-derived aggregate fills[J]. Journal of Environmental Engineering，ASCE，2018，144（2），04017105.
[3]	庄海洋，刘启菲，吴琪，等. 饱和橡胶颗粒-砂混合料的动力学特性[J]. 建筑材料学报，2021，24（3）:597-605.
[4]	祝梦凡，罗超，王昊，等. 不同混合比橡胶砂动力性能试验研究[J]. 世界地震工程，2022，38（3）:153-161.
[5]	BAHADORI H，FARZALIZADEH R. Dynamic properties of saturated sands mixed with tyre powders and tyre shreds[J]. International Journal of Civil Engineering，2018，16（4）:395-408.
[6]	周恩全，王琼，宗之鑫，等. 饱和橡胶砂动力特性动三轴试验研究[J]. 岩土力学，2019，40（10）:3797-3804.
[7]	MADHUSUDHAN B R，BOOMINATHAN A，BANERJEE S. Cyclic simple shear response of sand-rubber tire chip mixtures[J]. International Journal of Geomechanics，2020，20（9），04020136.
[8]	姚玉文，刘方成，补国斌，等. 橡胶砂弹性动力学参数的弯曲-伸缩元试验研究[J]. 岩土力学，2020，41（7）:2369-2379.
[9]	EHSANI M，SHARIATMADARI N，MIRHOSSEINI S M. Shear modulus and damping ratio of sand-granulated rubber mixtures[J]. Journal of Central South University，2015，2（8）:3159-3167.
[10]	LI B，HUANG M，ZENG X. Dynamic behavior and liquefaction analysis of recycled-rubber sand mixtures[J]. Journal of Materials in Civil Engineering，2016，28（11），04016122.
[11]	李博，黄茂松. 掺有橡胶粉末砂土液化特性的动三轴试验研究[J]. 岩土力学，2017，38（5）:1343-1349.
[12]	PISTOLAS G A，ANASTASIADIS A，PITILAKIS K. Dynamic behaviour of granular soil materials mixed with granulated rubber:influence of rubber content and mean grain size ratio on shear modulus and damping ratio for a wide strain range[J]. Innovative Infrastructure Solutions，2018，3，47.
[13]	DAS S，BHOWMIK D. Small-strain dynamic behavior of sand and sand-crumb rubber mixture for different sizes of crumb rubber particle[J]. Journal of Materials in Civil Engineering，2020，32（11）:1-9.
[14]	刘方成，吴孟桃，王海东. 粒径比和配比对橡胶砂力学性能的影响研究[J]. 工程地质学报，2019，27（2）:376-389．
[15]	刘方成，姚玉文，补国斌，等. 胶-砂粒径比对橡胶砂小应变动力特性的影响[J]. 岩土工程学报，2020，42（9）:1659-1668.
[16]	LI J，CUI J，SHAN Y，et al. Dynamic shear modulus and damping ratio of sand-rubber mixtures under large strain range[J]. Materials，2020，13（18），4017.
[17]	李晓雪，庄海洋，张沁源，等. 橡胶颗粒土动剪模量与阻尼比的共振柱试验研究[J]. 防灾湘灾工程学报，2019，39（2）:265-271.
[18]	FIGUEROA J L，SAADA A S，LIANG L，et al. Evaluation of soil liquefaction by energy principles[J]. Journal of Geotechnical Engineering，1994，120（9）:1554-1569.