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深基坑开挖边坡稳定性监测实施技术
引用本文:曹,磊.深基坑开挖边坡稳定性监测实施技术[J].水运工程,2019(3):130-132.
作者姓名:  
作者单位:中交二航局第三工程有限公司,江苏 镇江 212000
摘    要:明挖深基坑是目前满足船闸主体施工条件比较经济简便的一种施工方法,而开挖成型后的基坑边坡失稳是施工过程中应当重视的一项安全隐患,采用准确、及时、可靠的边坡稳定监测实施技术是保障安全施工环境的前提条件。结合大源渡船闸深基坑开挖工程规模及形状特征,总结深基坑开挖边坡变形监测实施技术要求及方法,将数据成果绘制成变形曲线,客观形象反映出边坡变形规律及最大值。

关 键 词:深基坑  边坡稳定性  变形监测

Implementation technology of slope stability monitoring for deep foundation pit excavation
CAO Lei.Implementation technology of slope stability monitoring for deep foundation pit excavation[J].Port & Waterway Engineering,2019(3):130-132.
Authors:CAO Lei
Institution:China Communications 2nd Navigational Bureau 3rd Engineering Co.,Ltd.,Zhenjiang 212000,China
Abstract:Open excavation of deep foundation pit is a relatively economical and simple construction method to meet the main construction conditions of ship lock at present,and the instability of foundation pit slope after excavation is a hidden danger of safety that should be paid attention to in the construction process.Therefore,the adoption of accurate,timely and reliable slope stability monitoring and implementation technology is the prerequisite to guarantee the safe construction environment.Based on the scale and shape characteristics of deep foundation pit excavation project of Dayuandu shiplock,the technical requirements and methods of slope deformation monitoring for deep foundation pit excavation are summarized.
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