首页|路基高边坡中锚杆支护系统的分析及应用

路基高边坡中锚杆支护系统的分析及应用

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基于弥勒至玉溪高速公路项目实例,建立了边坡锚杆支护计算模型,研究了不同的锚杆的竖向位置、横向间距以及锚杆锚固倾角等参数对于边坡支护安全系数的影响.结果表明:锚杆位置越靠近坡底,其边坡安全系数越高,可有效避免土体因剪切破坏产生的滑移;锚杆间距越小,杆间有效支护区域重叠增大,间距2m内支护效果波动较小;锚杆长度在一定范围内可以有效地提高边坡稳定性,但是超过一定长度后,其边坡稳定性没有进一步提高;锚固倾角小于 30°时支护效果与角度呈正比,在40°时有所下降,说明存在最佳锚固角.
Analysis and Application of Anchor Support System in Subgrade High Side Slope
Based on the example of Mile to Yuxi Highway project,a calculation model of slope anchor support was established.The effects of different anchor vertical position,lateral spacing and anchor anchorage inclination on the slope support safety coefficient were studied.The results show that the closer the anchor position is to the bottom of the slope,the higher the slope safety coefficient is,and the slippage of soil body due to shear damage can be effectively avoided.The smaller the anchor spacing is,the overlap of the effective support area between the rods increases,and the fluctuation of the support effect within 2 m spacing is small.Anchor length in a certain range can effectively improve slope stability.But after exceeding a certain length,the slope stability is not further improved.The support effect is proportional to the angle when the anchor inclination is less than 30°.The stability decreases at 40°,indicating that there is an optimal anchoring angle.

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中国有色金属工业第六冶金建设有限公司,河南 郑州 450006

高边坡 锚杆支护 排布形式 锚杆倾角

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(3)
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