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废弃轮胎胶粉改良膨胀土裂隙机理研究

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为探究干湿循环作用下废弃轮胎胶粉改良膨胀土裂隙演化机理,根据无侧限抗压强度试验结果从20目(833 μm)、60目(246 μm)、100目(147 μm)粒径中筛选出最优粒径,通过干湿循环试验和扫描电镜研究最优粒径下不同掺量(0、4%、8%、12%、16%)土体裂隙演化机理及微观结构.结果表明,改良土裂隙面积率均低于素土裂隙面积率,且裂隙面积率随干湿循环次数的递增呈先增后趋于平稳趋势,第5次干湿循环后,改良土裂隙面积率较素土依次降低40.03%、46.78%、56.75%、66.55%;同一干湿循环次数下,裂隙面积率随掺量增加而降低;裂隙面积愈合率随掺量增加而增大,粒径为20目且掺量为4%、8%、12%、16%的胶粉改良土较素土分别提升10.56%、14.57%、19.42%、44.85%.这是因为加入胶粉将松散单元汇聚一团,填充了土体孔隙,使得微观结构更致密,提高了土体持水性,使得土体结构更稳定,对土体的裂隙发育起到较好的抑制作用.
Research on Fracture Mechanism of Expanded Soil Improved by Waste Tire Rubber Powder
In order to investigate the fracture evolution mechanism of waste tire rubber powder improved expanded soil under the action of wet and dry cycles,the optimal particle size was selected from different particle sizes(20 mesh,60 mesh,100 mesh)according to the results of unconfined compressive strength test,and the fracture evolution mechanism and microstructure of soil with different dosages(0,4%,8%,12%,16%)under the optimal particle size were investigated by the wet and dry cycling test and scanning electron microscope.The results showed that the fracture area rate of the improved soil was lower than that of the plain soil,and the fracture area rate showed an increasing and then stable trend with the increase of the number of wet and dry cycles,after the 5th wet and dry cycle,the fracture area rate of the improved soil decreased by 40.03%,46.78%,56.75%and 66.55%compared with that of the plain soil;under the same number of wet and dry cycles,the fracture area rate decreased with the increase of doping;the healing rate decreased with the increase of doping;the healing rate increased with the increase of dosage,and the improved soil with 20 mesh parti-cle size and dosage of 4%,8%,12%,and 16%of rubber powder improved 10.56%,14.57%,19.42%and 44.85%respectively compared with the plain soil.This is because the addition of rubber powder will be loose units converge a group,fill the soil pore space,make the microstructure more dense,improve the soil water holding capacity,make the soil structure more stable,and play a better inhibition effect on the development of cracks in the soil.

rubber powderexpansive soildry-wet cyclefracture area rate

杨帅、肖桂元、苏玲霞、王一鹏、王浩鹏

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桂林理工大学 土木工程学院,广西 桂林 541004

广西岩土力学与工程重点实验室,广西 桂林 541004

胶粉 膨胀土 干湿循环 裂隙面积率

国家自然科学基金

52169022

2024

非金属矿
苏州非金属矿工业设计研究院

非金属矿

CSTPCD
影响因子:0.636
ISSN:1000-8098
年,卷(期):2024.47(3)
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