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加筋土高边坡变形沉降量与监测周期预测 预览

Deformation Settlement and Monitoring Period Prediction of Reinforced Soil High Slope
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摘要 指出了加筋土高填方边坡的沉降是一个长期持续的过程,最终的沉降变形量直接影响场内构筑物的安全和美观。以湖北十堰地区某加筋土高填方边坡为例,通过对加筋土高边坡变形沉降的长期监测,对已有变形数据进行分析,获得了边坡变形沉降的变化规律,进一步预测了边坡变形位移的发展趋势,确定了最终的变形监测周期,为类似边坡设计提供数据支撑。 Settlement of reinforced soil high fill slope is a long-term continuous process. The final settlement deformation directly affects the stability and aesthetics of the field structure. This paper takes the reinforced earth high fill slope in Shiyan area of Hubei province as an example. Through long-term monitoring of reinforced soil high slope, the existing deformation data is analyzed;the variation law of the slope deformation and settlement is obtained;the development trend of the slope deformation displacement is further predicted and the final deformation monitoring period is determined, which provides data support for the design.
作者 郑争锋 邹贤尧 陈志杰 Zheng Zhengfeng;Zou Xianyao;Chen Zhijie(.Zhongnan Electric Power Design Institute Co., Ltd., Wuhan ,Hubei,430071, China)
出处 《绿色科技》 2019年第6期172-175,共4页 Journal of Green Science and Technology
关键词 加筋土高边坡 变形监测 监测周期 reinforced soil high slope deformation monitoring monitoring cycle
作者简介 郑争锋(1983—),男,硕士,髙级工程师,主要从事岩土工程勘测设计工作。
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