首页|橡胶/SBS复合改性SMA-13结构参数及路用性能研究

橡胶/SBS复合改性SMA-13结构参数及路用性能研究

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为全面评价橡胶/SBS复合改性SMA-13的结构参数及路用性能,通过车辙、浸水马歇尔、冻融劈裂、汉堡车辙、小梁弯曲等试验,分析了 SMA-13混合料的高温、低温、水稳定性等路用性能,通过单轴压缩试验分析了动态模量.研究表明:橡胶/SBS复合改性SMA-13的动态模量为5 764 MPa,可为橡胶/SBS复合改性路面结构设计提供参考依据;汉堡车辙试验加载20 000次,橡胶/SBS复合改性SMA-13最大车辙深度为1.55 mm,且未出现剥落点,在水温耦合作用下具有良好的高温稳定性能;小梁弯曲试验中最大弯拉应变远高于现行设计规范要求,表明其具有良好的低温抗裂性能;残留稳定度、冻融劈裂和汉堡车辙试验结果显示橡胶/SBS复合改性SMA-13具有良好的抗水损坏性能.橡胶/SBS复合改性沥青在消纳废胎胶粉的同时,保证了沥青混合料综合使用性能,具有巨大的应用前景.
Structure Parameters and Road Performance of Rubber/SBS Composite Modified SMA-13
To comprehensively evaluate the structure parameters and road performance of the rubber/SBS composite modified SMA-13,the road performance of the SMA-13 mixture such as high temperature,low temperature,and water stability were analyzed by the rutting test,water immersion Marshall test,freeze-thaw splitting test,and trabecular bending test,and the dynamic modulus was analyzed by uniaxial compression test.The results showed that the dynamic modulus of the rubber/SBS composite modified SMA-13 was 5 764 MPa,which can provide a basis for the structural design of the rubber/SBS composite modified pavement.After the Hamburg rutting test loading 20 000 times,the maximum rutting depth of the rubber/SBS composite modified SMA-13 was 1.55 mm,without a spalling point,showing excellent high-temperature stability under the water temperature coupling action.The maximum bending and tensile strains in the trabecular bending test were much higher than those of the current design specification requirement,which indicated that the rubber/SBS composite modified SMA-13 had good low-temperature cracking resistance.From the results of residual stability,freeze-thaw splitting test,and Hamburg rutting test,the rubber/SBS composite modified SMA-13 had great water damage resistance.The rubber/SBS composite modified asphalt eliminates the waste tire rubber powder,at the same time it ensures the comprehensive use of the asphalt mixtures,with great application prospects.

rubber/SBS composite modified asphaltSMA-13dynamic modulusroad performanceHamburg rutting test

张惠民

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山西省公路局 晋中分局,山西 晋中 030600

橡胶/SBS复合改性沥青 SMA-13 动态模量 路用性能 汉堡车辙试验

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(5)