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水泥稳定废弃混凝土垂直振动试验方法研究

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为更好指导水泥稳定废弃混凝土(CSRCA)的施工,文中以最大程度模拟现场压实工况及效果为原则,提出了CSRCA垂直振动试验方法(VVCM),在研究垂直振动击实仪(VVTE)振动参数的基础上,对比分析了VVCM与传统方法对CSRCA的影响.结果表明,相对于重型击实法,VVCM试件密度可提高约3%,最佳含水率可降低10%;VVCM试件力学强度约为现场芯样的0.92 倍,而静压法试件力学强度不足芯样强度的40%;振动成型法对于CSRCA试件成型前后的级配影响较小,相较于静压法,振动法试件力学强度平均可以提高2.2 倍.这证明了采用振动法成型CSRCA试件的可靠性.
Research on Vertical Vibration Test Method of Cement Stabilized Waste Concrete
In order to better guide the construction of cement-stabilized waste concrete(CSRCA),with the principle of maximally simulating the field compaction conditions and effects,the vertical vibration test method(VVCM)for CSRCA was proposed,and based on the study of the vibration parameters of vertical vibration tamping instrument(VVTE),the effects of VVCM on CSRCA were compared with those of the tradi-tional method.The results show that:relative to the heavy compaction method,the density of VVCM specimens can be increased by about 3%,and the optimal moisture content can be reduced by 10%;the mechanical strength of VVCM specimens is about 0.92 times that of the on-site core samples,while the mechanical strength of the specimens of the static compaction method is less than 40%of the strength of the core samples;the vibration molding method has less effect on the gradation of CSRCA specimens before and after the molding process,and the me-chanical strength of vibration specimens can be increased by 2.2 times in average,compared to the static compaction method.Compared with the static compression method,the mechanical strength of vibration molding specimens can be increased by 2.2 times on average.The study proved the reliability of the vibration molding method for CSRCA specimens.

Waste concreteVertical vibration methodCement stabilized crushed stoneMaximum dry densityMechanical strength

杨劲峰、姚岳强、钱晨涛、金敏伟、蒋应军

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海宁市交通运输局,浙江 海宁 314400

浙江鸿翔交通建设有限公司,浙江 海宁 314400

长安大学,陕西 西安 710000

废弃混凝土 垂直振动法 水泥稳定碎石 最大干密度 力学强度

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(9)