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Finite element modeling approach to assess the stability of debris and rock slopes: a case study from the Indian Himalayas

机译:评估碎片和岩石边坡稳定性的有限元建模方法:以印度喜马拉雅山为例

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摘要

Landslides and slope failures are recurrent phenomena in the Indian Himalayas. The study area comprises the hill slopes along a road stretch of 1.5 km at a distance of 9 km from Pipalkoti on Chamoli-Badrinath highway (NH-58) in the Garhwal Himalayas, India. Based on the field survey, contour map, and the hillshade, the study area has been divided into different zones. Three different zones/slopes in this study area including one potential debris slide, one stable debris slope, and one potential rock slide have been undertaken for investigation and modeling. Field mapping, data collection related to slope features and soil/rock sample collection, and discontinuity mapping for all the slopes have been carried out in field. Soil samples have been tested in the laboratory to determine the physico-mechanical properties. These properties along with some material properties from the literature have been used as input parameters for the numerical simulation. To investigate the failure process in the debris/rock slides as well as stable debris slope, the slopes were modeled as a continuum using 2D finite element plain strain approach. Shear strength reduction analysis was performed to determine the critical strength reduction factor. The computed deformations and the stress distributions, along the failure surface, have been compared with the field observations and found to be in good agreement. The analysis results indicated rock/debris slide slopes to be highly unstable. The debris slide modeling depicted failures both above and below road levels as observed in field. The rock slide modeling could depict the exact pattern of failure involving 3 sets of discontinuities simultaneously as observed in real-field scenario which is a major limitation in case of limit equilibrium analysis. The field-observed stable slope comes to be stable through FE analysis also. Based on these analyses, landslide hazard assessment of the study area could be done.
机译:滑坡和边坡破坏是印度喜马拉雅山脉经常发生的现象。研究区域包括印度Garhwal喜马拉雅山Chamoli-Badrinath高速公路(NH-58)上距Pipalkoti 9公里的1.5公里长的山坡。根据实地调查,等高线图和山体阴影,将研究区域划分为不同区域。该研究区域中的三个不同区域/斜坡,包括一个潜在的碎片滑坡,一个稳定的碎片坡度和一个潜在的岩石滑坡,已经进行了调查和建模。在野外已经进行了野外测绘,与边坡特征和土壤/岩石样品收集有关的数据收集以及所有边坡的不连续性测绘。土壤样品已在实验室进行了测试,以确定其物理机械性能。这些属性以及文献中的某些材料属性已用作数值模拟的输入参数。为了研究碎片/岩石滑坡的破坏过程以及稳定的碎片坡度,使用2D有限元平面应变方法将坡度建模为连续体。进行剪切强度降低分析以确定临界强度降低因子。沿破坏面计算出的变形和应力分布已与现场观察结果进行了比较,发现两者吻合良好。分析结果表明,岩石/碎屑滑坡高度不稳定。碎片滑坡建模描绘了现场观察到的路面上方和下方的破坏。岩石滑坡建模可以描绘出同时涉及3组间断点的确切破坏模式,这是在实地场景中观察到的,这是极限平衡分析情况下的主要限制。通过有限元分析,现场观察到的稳定斜率也变得稳定。基于这些分析,可以对研究区域进行滑坡灾害评估。

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