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改良粉质土对路基沉降的影响

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以G104 京福线济南德州界至大桥镇段改建工程的粉质土路基为研究对象,研究了石灰和草木灰作为改良剂对土体物理力学性质的影响。通过室内试验分析了单掺和双掺改良剂对粉质土的改良效果,并利用软件模拟了改良前后路基在工后及荷载作用下的沉降情况。研究发现,石灰与草木灰的双掺改良能够显著降低最大干密度并提高最优含水率,且在降低路基沉降量方面表现出优越性。结果表明,在不考虑经济效益的情况下,石-草木灰双掺改良效果优于单掺改良效果;石灰掺量为2%的单掺措施与石灰掺量2%、草木灰掺量15%的双掺措施对沉降的控制效果差异不明显,为降低施工成本,实际工程中优先选择2%石灰对粉质土进行改良。
The Impact of Improved Silty Soil on Subgrade Settlement
This study focuses on the G104 Jingfu Line reconstruction project from the Jinan-Dezhou border to Daqiao Town,examining the effects of lime and wood ash as stabilizers on the physical and mechanical properties of silty soil subgrade.Through laboratory tests,the improvement effects of single and combined stabilizers on silty soil were analyzed,and the post-construction and load-induced settlements of the subgrade were simulated using software.The research found that the combined use of lime and wood ash significantly reduces the maximum dry density and increases the optimum moisture content,demonstrating superior performance in reducing sub-grade settlement.The results indicate that,without considering economic benefits,the improvement effect of stone wood ash dual admix-ture is better than that of single admixture;The difference in the control effect of settlement between the single mixing measure with a lime content of 2%and the double mixing measure with a lime content of 2%and a grass ash content of 15%is not significant.In or-der to reduce construction costs,2%lime is preferred for improving silty soil in practical engineering.

silty soilsubgrade settlementimprovement effectnumerical simulation

马静、刘琳、吕素岩

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济南市交通运输事业发展中心,山东 济南 250014

粉质土 路基沉降 改良效果 数值模拟

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(12)