首页|水泥改良路基细颗粒弃土的抗压强度与特性分析

水泥改良路基细颗粒弃土的抗压强度与特性分析

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将工程建设中产生的细颗粒弃土采用水泥改良后将其资源化利用,可以有效减少工程投资,但水泥对细颗粒土抗压强度的影响规律尚不清楚,强度提高的微观机理还没有揭示.为此,采用无侧限抗压试验研究了水泥掺量,养护龄期对无侧限抗压特性的影响,并采用扫描电镜试验揭示水泥的改良机理.研究结果表明:细颗粒土中掺入水泥可以显著提供无侧限抗压强度及弹性模量E50,水泥改良细颗粒土具有早强性能;随着水泥掺量的增加和养护时间的增加,试样单位体积内的总能量在逐渐增加,水泥改良可以显著提高细颗粒土的无侧限抗压强度.
Analysie of compressive strength and characteristics of fine-grained soils for cement-improved roadbeds
The fine-grained spoil generated in the construction of the project can be effectively reduced by using ce-ment to improve its resource utilization,but the influence of cement on the compressive strength of fine-grained soil is not clear,and the microscopic mechanism of strength improvement has not been revealed.Therefore,the effects of cement content and curing age on the unconfined compressive characteristics were studied by unconfined com-pressive test,and the improvement mechanism of cement was revealed by scanning electron microscope test.The re-sults showed that cement doping in fine-grained soil significantly provided the unconfined compressive strength and modulus of elasticity E50,and the cement-improved fine-grained soil had the property of early-strengthening.The total energy per unit volume of the specimen increased gradually with the increase of cement doping and the in-crease of the maintenance time,the cement improvement can significantly improve the unconfined compressive strength of fine-grained soils.

fine-grained soilcementunconfined compressive strengthmicrostructure

张斌、赵承伟

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中国建设基础设施有限公司,北京 100089

广西交科工程建设有限公司,广西 南宁 530012

细颗粒土 水泥 无侧限抗压 微观结构

2025

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湖北省襄樊市胶粘技术研究所

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影响因子:0.364
ISSN:1001-5922
年,卷(期):2025.52(1)