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高速公路边坡路堑施工风险与稳定性评估

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文章综合分析了某公路工程施工风险,研究制定了相应的边坡防护措施,并对边坡稳定性进行了进一步评估.同时,通过实际加固方式对边坡变形量进行监测.研究结果表明,大部分边坡处于非稳定状态,但经过加固后,边坡变形量明显小于未加固边坡,并且随着时间的推移,变形量趋于稳定.因此,可以得出结论,施工后边坡逐渐进入稳定状态,采用锚杆支护、喷锚混凝土和挡土墙等加固方式效果显著.
Risk and Stability Assessment of Expressway Slope Cutting Construction
This paper comprehensively analyzes the construction risk of a highway project,studies and formulates the corresponding slope protection measures,and further evaluates the slope stability.At the same time,the slope deformation is monitored by the actual reinforcement method.The results show that most of the slopes are in an unstable state,but after reinforcement,the deformation of the slope is significantly less than that of the unreinforced slope,and the deformation tends to be stable with the passage of time.Therefore,it can be concluded that the slope gradually enters a stable state after construction,and the reinforcement methods such as bolt support,shotcrete and anchor concrete and retaining wall are effective.

expresswayslope stabilitydeformation monitoringrisk assessment

谢海涛

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云南省交通科学研究院有限公司,云南 昆明 650299

高速公路 边坡稳定性 变形监测 风险评估

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(15)