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水泥稳定砂土作路基填料的试验及应用研究

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为提升砂土路基的使用性能,文中针对水泥掺量对水泥稳定砂土物理性能及力学性能的影响展开研究,并结合实体工程验证水泥稳定砂土的有效性.结果表明,所有条件下,无侧限抗压强度均随着水泥掺量的提高逐渐增加,养护初期水泥稳定砂土的无侧限抗压强度随着水泥掺量的增加幅度低于 28 d养护龄期的增加幅度.水泥稳定砂土的CBR随着水泥掺量的增加呈现初期缓慢增加,然后快速增加,再次趋于稳定的趋势,最佳的水泥掺量为 4.5%,实体工程的压实度及弯沉均满足规范及设计要求,路基强度优良,具有良好的施工效果.
Test and Application of Cement Stabilized Sand as Subgrade Filler
In order to improve the performance of sand roadbed,this paper studies the influence of cement content on the physical and mechanical properties of cement stabilized sand,and verifies the effectiveness of cement stabilized sand combined with solid engineering.The results show that the unmeasured compressive strength of cement stabilized soil increases gradually with the increase of cement content in all conditions,and the unmeasured compressive strength of cement stabilized soil in the early curing period is lower than that in the 28 d curing period.With the increase of cement content,the CBR of cement stabilized soil increases slowly at the initial stage,then increases rapidly,and then tends to be stable again.The optimum cement content is 4.5%,the compactness and bending of the solid engineering meet the specifications and design requirements,and the subgrade has excellent strength and good construction effect.

Roadbed engineeringCement sandPhysical propertiesMechanical propertiesEngineering application

王强

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四川川交路桥有限责任公司,四川 广汉 618300

路基工程 水泥砂土 物理性能 力学性能 工程应用

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.(2)
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