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含软弱夹层边坡预应力锚索框架梁支护优化设计

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预应力锚索框架梁支护技术是新型的边坡支护技术,在含软弱夹层边坡支护应用中有重要意义.以含软弱夹层边坡预应力锚索框架梁模型试验为基础,通过建立预应力锚索框架梁支护边坡模型,调整框架梁锚索间距,得到了边坡水平位移及预应力锚索内力变化规律,研究成果可为类似含软弱夹层边坡支护研究和应用提供借鉴.
Optimization Design of Prestressed Anchor Cable Frame Beam Support for Slopes with Weak Interlayers
The prestressed anchor cable frame beam is a new slope support technology,and is of great significance for the application in supporting slopes with weak interlayers.In this paper,based on the model tests of the prestress anchor cable frame beam for the slope with weak interlayers,the slope support model was established.By adjusting the spacing between the frame beam and anchor cable,the change laws of the horizontal displacement of the slope and the internal force of the prestressed anchor cable were obtained.The study results can provide a reference for research and application of similar slope support with weak interlayers.

anchored slopenumerical simulationprestressed anchor cableweak structural surfacecomposite structure

王晓毅、刘建文、赵强、苗晨曦

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山西交通控股集团有限公司 吕梁南高速公路分公司,山西 吕梁 032200

太原理工大学 土木工程学院,山西 太原 030024

锚固边坡 数值模拟 预应力锚索 软弱结构面 组合结构

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(2)