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曲率半径对均质圆弧型滑坡稳定性的影响
引用本文:仝德富,苏爱军,许泽坤,韩志伟,杨世文,林世权.曲率半径对均质圆弧型滑坡稳定性的影响[J].水电能源科学,2020,38(3):134-137.
作者姓名:仝德富  苏爱军  许泽坤  韩志伟  杨世文  林世权
作者单位:中国地质大学(武汉)教育部长江三峡库区地质灾害研究中心,湖北武汉430074;武汉地铁集团有限公司,湖北武汉430000;中国建筑西南勘察设计研究院有限公司武汉分公司,湖北武汉430012
基金项目:国家自然科学基金青年基金项目(41702328);中国地质大学(武汉)中央高校基本科研业务专项资金资助项目(1910491T07)
摘    要:在采用条分法计算滑坡体稳定性时,条分数对计算结果影响很大,尤其是圆弧型滑坡。在圆弧型滑坡中曲率半径直接决定了滑坡体的实际形态,影响条块的划分。条块划分越密,计算的滑面形态越接近真实滑面,计算结果越精确。为探索曲率半径对滑坡体稳定性影响的规律,采用传递系数法对不同曲率半径的滑坡进行稳定性计算。结果表明,稳定性系数随曲率半径的增大而减小并逐渐趋于平缓。进而根据现行规范,提出了曲率半径与条分数的拟合公式,建立了统一的条分原则,有效提高了稳定性的计算速度与精度。

关 键 词:均质圆弧型滑坡  曲率半径  条分原则  改进传递系数法  滑坡稳定性

Influence of Curvature Radius on Stability of Homogeneous Circular Landslide
TONG De-fu,SU Ai-jun,XU Ze-kun,HAN Zhi-wei,YANG Shi-wen,LIN Shi-quan.Influence of Curvature Radius on Stability of Homogeneous Circular Landslide[J].International Journal Hydroelectric Energy,2020,38(3):134-137.
Authors:TONG De-fu  SU Ai-jun  XU Ze-kun  HAN Zhi-wei  YANG Shi-wen  LIN Shi-quan
Affiliation:(Three Gorges Research Center for Geohazards,Ministry of Education,China University of Geosciences,Wuhan 430074,China;Wuhan Metro Group Co.,Ltd.,Wuhan 430000,China;Wuhan Branch of China Southwest Geotechnical Investigation&Design Institute Co.,Ltd.,Wuhan 430012,China)
Abstract:When using the strip method to calculate the stability of the landslide body, the number of strips has a great influence on the stability calculation results of the landslide, especially for the arc-shaped landslide. In the circular landslide, the radius of curvature directly determines the actual shape of the landslide body, which in turn affects the division of the slab. The denser the bar division, the closer the calculated slip surface shape is to the real slip surface, and the more accurate the calculation result. Therefore, in order to explore the law of the influence of radius of curvature on the stability of landslide body, this paper uses the improved transfer coefficient method to calculate the stability of landslides with different radius of curvature. The results show that the stability coefficient decreases and gradually becomes flat with the radius of curvature increases. According to the current norms, the fitting formula of radius of curvature with the number of strips is proposed, and a unified striping principle is established, which effectively improves the calculation speed and accuracy of stability.
Keywords:homogeneous circular landslide  curvature radius  striping principle  improved transfer coefficient method  landslide stability
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