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Study on stability evaluation and retaining scheme design of an extra large-scale 'revival' loess landslide in Northern Shaanxi province of China

机译:中国陕西省陕西省额外大规模“复兴”黄土滑坡稳定性评价及留守方案设计研究

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摘要

Provincial Highway 303 Reconstruction Project is a key project of the "Eleventh Five-Year Plan" National Trunk Road Improvement Projects in shaanxi Province. The crucial section from Yan'an Wuqi presented an extra Large-Scale loess landslide during construction period. This landslide is an ancient landslide, as a result of excavation works and continual rainfall; the "revival" landslide is moving slowly. The landslide long approximately 480m, wide approximately520m; Sliding body average thickness is about 65m, Sliding mass volume approximately l 1,000,000 m3. At present the road is being under constructed, the moving landslides serious influenced the project investments and progress as well as threaten the newly built road sections and periphery residents' safety. Based on field investigations, explorations, in-situ shear tests and the laboratory tests, the landslide area engineering geology and the hydro-geological conditions are elaborated, the engineering geological characteristics of the landslide are carded out by a detailed survey; the causes of the landslide mechanism are studied and analyzed; According to different presupposed working conditions, the stability is calculated and evaluated by adopting limit equilibrium analysis method and numerical simulation. Finally, compared with technical, economic, environmental impacts, a number of relevant engineering retaining measures are studied. The final design plan is recommended. After the comprehensive implementation completes, the landslide will be effectively controlled, the highway will be constructed normally. Therefore, the results are of great significance in practice.
机译:省级高速公路303重建项目是陕西省“十一五”国家干线改善项目的关键项目。 Yan'an Wuqi的关键部分在施工期间提出了一个超大型黄土滑坡。这座滑坡是一种古老的滑坡,由于挖掘工程和持续的降雨; “复兴”滑坡缓慢移动。滑坡长约480米,宽约520米;滑动体平均厚度约为65米,滑动质量体积约1,000,000m3。目前,道路正在建设中,移动滑坡严重影响了项目投资和进展,并威胁新建的道路段和周边居民的安全。基于现场调查,探索,原位剪切测试和实验室测试,阐述了滑坡区域工程地质和水力地质条件,山体滑坡的工程地质特征通过详细的调查进行了梳理;研究和分析了滑坡机制的原因;根据不同的预设工作条件,通过采用极限平衡分析方法和数值模拟来计算和评估稳定性。最后,与技术,经济,环境影响相比,研究了许多相关的工程保留措施。建议最终的设计计划。全面实施完成后,将有效控制滑坡,公路将正常构建。因此,结果在实践中具有重要意义。

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