岩质高边坡防护设计——以广东惠州某市政道路为例
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刘聪,杨立华
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1. 惠州市惠湾高速公路有限公司,广东惠州,120358;2. 惠州交投公路建设有限公司,广东广州,112918
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摘要:以广东省惠州市某城镇道路项目为依托,结合该边坡的工程地质情况,对深挖路堑边坡防护的设计方案进行探讨。应坚持定性与定量相结合的原则,充分考虑边坡稳定、边坡排水系统、边坡监测安全等,因地制宜选择防护方案,以确保边坡安全稳定。
关健词:深挖路堑边坡;防护;稳定性
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Protective Design of Rock High Slopes: A Case Study of a Municipal Road in Huizhoucity, GuangdongProvince
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Cong Liu,Lihua Yang
1.Huizhou Huiwan Expressway Co., Ltd. Huizhou, Guangdong, 120358, China;2.Huizhou Jiaotou Road Co., Ltd.Guangzhou, Guangdong, 112918, China
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Abstract: This study examines the design scheme for protective measures of deep-cut rock slopes based on a township road project in Huizhou city, Guangdong Province, taking into account the engineering geological conditions of the site. The design complies to the principle of integrating both qualitative and quantitative analyses, fully accounting the slope stability, drainage system configuration, and safety monitoring requirements. Protection measures should be selected in accordance with local conditions to ensure the safety and stability of the slope.
Keywords : Deep-cut road embankment slope; Protection; Stability
参考文献 [1] 薛金龙,公路路基边坡锚杆格梁防护技术研究[J],北方交通,2025(01):57-60. [2] 赵亦婷等,浅析山区公路边坡防护技术[J],江西建材,2024(11):381-383. [3] 喻光勇,某公路工程深路堑高边坡稳定性研究[J], 交通科技与管理,2025(6):117-119. [4] 高军明,岩质高边坡稳定性分析及防护设计[J],山西交通科技,2025(1):45-50.
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