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高边坡既有锚索拆除及拓宽重建稳定性分析

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为研究高速公路拓宽工程中高边坡既有锚索拆除及新建锚索对边坡稳定性的影响,以厦门翔安机场高速公路工程为依托,建立数值模型,分析锚索拆除及扩挖对边坡稳定性的影响,提出拆除锚索及新建锚索的最佳时机.研究表明:随着新建边坡开挖底面距离预应力锚索越来越近,锚索周边土体开挖卸载引起挡墙产生向坡的位移,导致预应力锚索的预应力部分释放,锚固段轴力逐渐松弛;根据挡墙位移的变化可以确定锚索拆除时机.该研究成果可为类似高边坡拓宽工程提供参考.
Stability Analysis of Existing Anchor Cable Removal and Widening Reconstruction of High Slope
In order to study the impact of the removal of existing anchor cable of high slope and construction of new one on slope stability in the highway widening project,a numerical model was established to analyze the impact based on Xiamen Xiang'an Airport Expressway project.The optimal timing of removing anchor cables and con-structing new one was proposed.Research has shown that the excavation and unloading of the soil around the anchor cable causes displacement of the retaining wall towards the slope with the distance between the excavation bottom of the newly built slope and the pre-stress cable getting closer and closer,which cause the release of the prestressed part and the gradual relaxation of the axial force in the anchoring section;According to changes in the displacement of the retaining wall,the timing of anchor cable removal will be determined.The research can provide reference for similar high slope widening projects.

high slopeextensionremoval of anchor cableconstruction of new anchor cableslope stabilitynu-merical analysis

钱师雄

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厦门路桥建设集团有限公司,福建厦门 361026

高边坡 扩建 锚索拆除 新建锚索 边坡稳定性 数值分析

福建省自然科学基金厦门路桥建设集团有限公司科技攻关计划

2022J011252

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(1)
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