›› 2017, Vol. 31 ›› Issue (3): 317-321.

• 工程实录 • 上一篇    下一篇

坡面条形荷载对边坡稳定性的影响

侯文萃   

  1. (吕梁学院建筑系,山西吕梁 033000)
  • 收稿日期:2016-11-01 修回日期:2016-11-14 出版日期:2017-06-25 发布日期:2017-06-26
  • 作者简介:侯文萃(1984-),女,助教,硕士,研究方向为环境岩土工程。

Influences of the Slope Surface Strip Load on the Slope Stability

HOU Wencui   

  1. (Department of Architecture, Lvliang University, Lvliang 033000)
  • Received:2016-11-01 Revised:2016-11-14 Online:2017-06-25 Published:2017-06-26

摘要: 基于强度折减法,采用PLAXIS软件建立边坡计算模型,研究坡面条形荷载对边坡稳定性的影响。结合边坡各计算工况的安全系数、潜在滑裂面的形状与位置以及滑动方向,分析了坡面条形荷载作用下荷载大小和方向对边坡稳定性的影响。结果表明:坡面荷载倾角较小时,可以起到加固边坡的作用,但随荷载的增大,边坡滑动方向由向下转变为向上,潜在滑裂面的形状由圆弧形转变为近似折线形;荷载倾角较小时,潜在滑裂面的失稳范围随坡面荷载的增大先增大后减小,荷载倾角较大时,滑裂面范围随坡面荷载的增大逐渐减小。实际工程中,在坡面作用有较小倾角的适量荷载可以起到加固边坡的作用。

关键词: 坡面条形荷载, 强度折减法, 边坡稳定性, 安全系数, 滑裂面, 滑动方向

Abstract: The influence of the slope surface loaded strip load on the slope stability is numerically investigated. The strength reduction method was used in the commercial finite element software PLAXIS. The global factors of safety, location of shape of the potential slip planes under various loading conditions are obtained. The influence of the magnitude as well as the direction of finite strip loads acting at the slope surface on the slope stability are investigated. The results indicate that, when the loading angle is relatively gentle, the role of surface loads can improve the slope stability; when the loading angle increases, the slip direction turns to upward. The shape of the potential slip plane turns from the circular to linear shape when the loading magnitude increases. When the loading angle is relatively small, the area of slope instability zone increases first with the increase of the loading magnitude and then gradually decreases. When the loading angle becomes larger, the area of the potential slope instability zone increase with the loading magnitude and then decreases. As a conclusion, the surface loaded surcharge with a smaller loading angle can actually improves the slope stability.

Key words: Stripe Load on the Face of Slope, Strength Reduction Method, Slope Stability, Factor of Safety, Sliding Plane, Sliding Direction