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Location determining method of critical sliding surface of fillings in a karst cave of tunnel

机译:隧道岩溶溶洞内填土临界滑动面位置确定方法

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摘要

A location determining method is proposed for critical sliding surface in the stability analysis of the filling materials in karst caves. First, a preliminary location of the sliding surface is determined based on simulation results which includes displacement contour and plastic zone. The sliding surface will locate on the bottom contact interface when the friction angle is relative small. However, a weakened contact interface always becomes the critical sliding surface no matter what the friction angle is. Then when the friction angle becomes larger, the critical sliding surface inside fillings can be determined by a parabola, the coefficient of which increases linearly with the friction angle under the same cohesion. Finally, the critical sliding surface approximately remains unchanged with friction angle. The influence of cohesion is similar to that of friction angle. Although affected by shape, size or position of the karst cave, the critical sliding surface mainly depends on both friction angle and cohesion. Thus, this method is always useful in determining the critical sliding surface.
机译:在岩溶洞穴充填物稳定性分析中,提出了一种临界滑动面的位置确定方法。首先,根据模拟结果确定滑动表面的初步位置,该结果包括位移轮廓和塑性区。当摩擦角相对较小时,滑动表面将位于底部接触界面上。但是,无论摩擦角如何,减弱的接触界面始终会成为关键的滑动表面。然后,当摩擦角变大时,内部填充物的临界滑动表面可以由抛物线确定,抛物线的系数在相同内聚力下随摩擦角线性增加。最后,临界滑动表面的摩擦角大致保持不变。内聚力的影响类似于摩擦角的影响。尽管受岩溶洞穴的形状,大小或位置的影响,但临界滑动面主要取决于摩擦角和内聚力。因此,该方法在确定临界滑动表面时总是有用的。

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