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高填方路基变形监测与模拟分析

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为研究高填方路基变形规律,采用有限元模型进行模拟分析,并在施工现场布置测点开展监测.将模型计算结果与现场监测结果进行对比,分析得出:路基填筑施工阶段沉降量较大,完工后沉降增速趋缓,最终达到稳定状态;路基各部位沉降量和隆起量有限元计算结果与现场监测结果均较为接近,且变形量均较小,说明计算结果准确,路基结构稳定.
High-fill Subgrade Deformation Monitoring and Simulation Analysis
In order to study the deformation law of the high-fill subgrade,the simulation analysis is made by using the finite element model,and the monitoring is carried out by arranging the measurement point at the construction site.The calculation result of the model is compared with the on-site monitoring result.The analysis shows that:the settlement in the construction stage of subgrade filling is large,and the settlement growth rate gradually slows down after completion,and finally reaches a stable state.The finite element calculation results of settlement and uplift of each part of the subgrade are close to the on-site monitoring results,and the deformation is small,indicating that the calculation results are accurate and the subgrade structure is stable.

High-fill subgradeSettlementOn-site monitoringSimulation analysisUplift

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山西交通控股集团有限公司运城高速公路分公司 运城市 044000

高填方路基 沉降 现场监测 模拟分析 隆起量

2025

北方交通
辽宁省交通科学研究院

北方交通

影响因子:0.514
ISSN:1673-6052
年,卷(期):2025.(1)