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作 者:任龙 REN Long(The 1st Engineering Co.,Ltd.of China Railway 12th Bureau Group,Xi'an 710038,Shaanxi,China)
机构地区:[1]中铁十二局集团第一工程有限公司,陕西西安710038
出 处:《工程技术研究》2024年第17期58-60,共3页Engineering and Technological Research
摘 要:为了探讨高速铁路深路堑高边坡的变形监测与施工技术,文章对某高速铁路CZZQ-5标段进行实地监测,对DK142+663~DK142+765段深路堑高边坡变形进行监测,利用全站仪,采用角度交会法进行监测。根据边坡变形特征,采取锚杆框架梁措施对边坡进行加固处理,并对其施工技术进行重点论述,旨在确保高边坡的稳定性和安全性,可为类似工程提供参考。In order to discuss the deformation monitoring and construction technology for deep cutting high slope of high-speed railway,this paper carries out field monitoring on CZZQ-5 biding section of a high-speed railway,monitors the deformation of deep cutting high slope of DK142+663-DK142+765 section by using total station and angle intersection method.According to the deformation characteristics of the slope,the anchor frame beam measures are adopted to reinforce the slope,and the construction technology is mainly discussed in order to ensure the stability and safety of the high slope,which can provide reference for similar engineering.
分 类 号:U416.14[交通运输工程—道路与铁道工程]
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