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首页> 外文期刊>Environmental Geology >Yielding mechanism of shallow mass movements in completely decomposed Norwood Tuff: the Zigzag Sign landslide, Utah
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Yielding mechanism of shallow mass movements in completely decomposed Norwood Tuff: the Zigzag Sign landslide, Utah

机译:完全分解的诺伍德凝灰岩中浅质量运动的屈服机理:犹他州之字形滑坡

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摘要

Over the past decade, land development activities on hillsides in northern Utah have resulted in a significant increase in landslide activity throughout the region. The majority of recent landslides are shallow and they occurred on cut gentle slopes especially during spring and early summer due to snowmelt induced elevated groundwater tables. The geologic material documented at numerous landslide sites is a soft gray-green completely decomposed Norwood Tuff. The present study addresses the mechanism of a shallow landslide in completely decomposed Norwood Tuff based on field, laboratory and numerical investigations. Detailed slope surface geometry obtained from laser-scan surveys together with strength and stress-strain parameters derived from laboratory triaxial tests on undisturbed samples of completely decomposed Norwood Tuff collected from the landslide site are employed with finite-element modeling to examine the effects of ground surface deformation patterns on the yielding behavior of the slide mass. The numerical results indicate a gradual retreat of the yield zone with progressive landslide deformation, which eventually becomes concentrated within the accumulation zone of the landslide, compared to a well-developed yield zone within the entire slide mass at the onset of landslide movement. Limit equilibrium stability analyses along potential sliding surfaces of extent limited within the yield zone of the displaced slide mass produce lower safety factors than an analysis based on the original sliding surface comprising the entire slide mass.
机译:在过去的十年中,犹他州北部山坡上的土地开发活动导致整个地区的滑坡活动大大增加。最近的大多数滑坡是浅层的,它们发生在平缓的斜坡上,特别是在春季和初夏期间,由于融雪引起的地下水位升高。在许多滑坡部位记录的地质材料是柔软的灰绿色,完全分解的诺伍德凝灰岩。本研究基于野外,实验室和数值研究,探讨了完全分解的诺伍德凝灰岩中浅层滑坡的机理。通过有限元建模,通过激光扫描勘测获得的详细斜坡表面几何形状以及从实验室三轴试验获得的从滑坡现场收集的完全分解的Norwood Tuff未扰动样本的强度和应力-应变参数与有限元建模一起使用变形形式对滑动块的屈服行为的影响。数值结果表明,与渐进式滑坡变形相伴的屈服带逐渐退缩,与在滑坡运动开始时整个滑坡体内部发育良好的屈服带相比,最终滑坡逐渐集中在滑坡的聚积区内。沿着可能的滑动面进行的极限平衡稳定性分析会限制在位移滑动块的屈服区域内的程度,因此,安全系数要比基于包含整个滑动块的原始滑动表面的分析要低。

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