Engineering geological and geotechnical analysis of a rock slide in the quarry Frauenmühle near Metten (Lower Bavaria)

M. Nickmann, Theresa Schweigl, K. Thuro
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引用次数: 1

Abstract

In spring 2008 a rock slide detached from one of the walls in the quarry ”Frauenmühle“ locally used as climbing park, mobilizing a volume of 50 m3. The binary granite is relative fresh on the bottom of the walls, but the weathering increases significantly to the natural surface. The bedrock shows an orthogonal joint system enabling the so‐called ”Wollsackverwitterung“. Mapping of the joints followed by a kinematic analysis of the quarry wall by DIPS (Rocscience) indicates the slope failure to be of a planar sliding type on a medium‐steep dipping plane. As the contributing factor for the slide, weathering along the plane has to be considered. Thereby the destruction of rock bridges downgrades the overall shear strength. A stability analysis based on the reconstructed block geometry and the determined shear parameters verifies the instability of the block. For today's situation, the kinematic analysis detects some critical intersections of joints being able to generate slide wedges.
梅滕附近(下巴伐利亚州)frauenm hle采石场岩石滑坡的工程地质和岩土工程分析
2008年春天,“frauenm hle”采石场的一个岩石滑道从当地用作攀岩公园的一面墙壁上脱落,移动了50立方米的体积。二元花岗岩在墙体底部相对新鲜,但对自然表面的风化作用明显增加。基岩呈正交节理体系,形成所谓的“Wollsackverwitterung”。通过DIPS (Rocscience)对采石场岩壁进行运动学分析后绘制的节理图表明,边坡破坏是在中陡倾斜平面上的平面滑动型。作为滑移的影响因素,沿平面的风化作用是必须考虑的。因此,岩石桥梁的破坏降低了整体抗剪强度。基于重构块体几何形状和确定的剪切参数进行稳定性分析,验证了块体的不稳定性。对于目前的情况,运动学分析检测到一些关键的关节交叉点能够产生滑动楔。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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