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高速公路边坡稳定性计算及防治处理研究

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为确保高速公路边坡的安全运营,在开展其稳定性计算基础上,先开展边坡防治处理措施分析,再结合变形监测成果,通过变形预测评价边坡处理措施的合理性.分析结果表明:边坡稳定状态相对较好,但若开挖后不采取防治处理,后续运营存在潜在失稳风险;为确保边坡安全,将其防治措施设计为坡面设计+格构锚杆,且经变形预测,边坡的累计变形值介于15.65~24.92 mm,变形速率也相对较小,说明边坡变形趋于稳定,验证了该边坡防治措施的有效性.
Stability Calculation and Preventive Treatment of Expressway Slopes
To ensure the safe operation of expressway slopes,based on the stability calculation,this paper analyzed the preventive treatment measure for the slope and evaluated the reasonability of the treatment measure by the deformation prediction according to the deformation monitoring results.The analysis showed that the slope was relatively stable.Still,there was a potential instability risk in subsequent operations if no preventive treatment was taken after the excavation,so,the treatment of slope surface design+lattice anchor was adopted to ensure slope safety.After the deformation prediction,the slope's accumulated deformation was between 15.65 mm and 24.92 mm,with a small deformation rate,indicating that the slope deformation tended to be stable and the preventive treatment measure was effective.

slopestabilitydeformation predictiontreatment measure

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河北光太路桥工程集团有限公司,河北 邯郸 056000

边坡 稳定性 变形预测 处理措施

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.(5)