含硬性贯通结构面的岩质边坡稳定性研究
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Research on rock slope stability containing hard continuous structure interface
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    摘要:

    选取典型的具有硬性贯通结构面的岩质边坡模型,采用有限元强度折减法并应用岩土数值模拟软件对其进行详细的数值模拟,得到边坡在不同位置结构面、坡角及倾角下的安全系数和潜在滑移面。这说明将含贯通结构面的岩体总体特征予以反映并使之模型化是可行的。结果表明,随着结构面与坡脚距离的增大,安全系数也逐渐提高;边坡坡度越大,剪应力向坡脚集中,继而易发生破坏;坡角-定时,安全系数随倾角呈U形抛物线变化;潜在滑移面不-定沿着结构面发生破坏,也可能在岩体内滑动。上述各项岩土参数对岩质边坡稳定性的影响规律,可用于指导工程实践,有-定的推广价值。

    Abstract:

    his text will take the typical slope with hard continuous structure as example, adopt the finite element strength reduction method and the geotechnical numerical analysis software to create the numerical models in order to solve the safety factor and find the slip plane of the model in different structure surface positions, slope angles, structure inclinations.So it is viable to reflect the general characteristics and make modeling.The results show that the safety factor improve gradually with the increases of the distance between the structure plane and the slope foot;when the slope angle becomes large, the shear stress is concentrated to the foot of the slope, then the damage appear;when the slope angle is a certain value, the safety factor with the inclination angle is a U—shaped parabola; the potential slip plane maybe occurs along the structural plane, maybe in the rock slide.The regular understanding of the above geotechnical parameters has effect on the slope stability, which can be used for instructing the project, and there is certain value to popularize.

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魏翠玲,吕博.含硬性贯通结构面的岩质边坡稳定性研究[J].河北工程大学自然版,2012,29(4):9-12

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  • 收稿日期:2012-06-25
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  • 在线发布日期: 2015-01-12
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