首页> 外文会议>International symposium on geological engineering problems in major construction projects;Asian regional conference of IAEG >Study on stability evaluation and retaining scheme design of an extra large-scale 'revival' loess landslide in Northern Shaanxi province of China
【24h】

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

机译:陕北特大“复活”黄土滑坡稳定性评价及围护方案设计研究

获取原文

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:省道303改造工程是陕西省“十一五”国家干线道路改造工程的重点工程。延安五旗的关键部分在施工期间出现了一次特大黄土滑坡。由于开挖工程和持续降雨,该滑坡是一种古老的滑坡; “复兴”滑坡正在缓慢发展。滑坡长约480m,宽约520m;滑体的平均厚度约为65m,滑体体积约为l 1,000,000 m3。目前,道路正在建设中,移动的滑坡严重影响了项目的投资和进度,并威胁到新建道路和周边居民的安全。在实地调查,勘探,原位剪切试验和室内试验的基础上,详细阐述了滑坡地区的工程地质和水文地质条件,通过详细的勘察得出了滑坡的工程地质特征。研究和分析了滑坡机理的成因。根据不同的预设工况,采用极限平衡分析法和数值模拟方法对稳定性进行了计算和评价。最后,与技术,经济,环境影响相比较,研究了许多相关的工程保留措施。建议最终设计方案。综合实施完成后,将对滑坡进行有效控制,高速公路将正常施工。因此,该结果在实践中具有重要意义。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号