Geological Characteristics and Stability Evaluation of Wanjia Middle School Slope in Wenchuan Earthquake Area

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• 作者：Tian-shun Hou ; Xin-gang Wang ; Sibel Pamukcu
• 关键词：Wanjia middle school slope ; Geological characteristics ; Stability evaluation ; Numerical simulation ; Wenchuan earthquake
• 刊名：Geotechnical and Geological Engineering
• 出版年：2016
• 出版时间：February 2016
• 年：2016
• 卷：34
• 期：1
• 页码：237-249
• 全文大小：1,902 KB
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• 作者单位：Tian-shun Hou (1)
  Xin-gang Wang (2)
  Sibel Pamukcu (3)
  
  1. College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, 712100, Shaanxi, China
  2. State Key Laboratory of Continental Dynamics, Department of Geology, Northwest University, Xi’an, 710069, Shaanxi, China
  3. Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA, 18015, USA
  
• 刊物类别：Earth and Environmental Science
• 刊物主题：Earth sciences
  Geotechnical Engineering
  Hydrogeology
  Terrestrial Pollution
  Waste Management and Waste Technology
  Civil Engineering
  
• 出版者：Springer Netherlands
• ISSN：1573-1529

文摘

To investigate the formation mechanism and the stability of Wanjia middle school slope in Wenchuan Earthquake Area, the macroscopic geological characteristics and the failure process of the landslide are researched by engineering geology analysis method, limit equilibrium method, and finit element method. The results show that after the Wenchuan Earthquake, retaining walls, houses and other infrastructure on the foot of Wanjia middle school slope were severely destroyed, 10 cm wide tension fracture appeared at the trailing edge of the slope. Wanjia middle school slope is a type of medium-sized soil landslide. The area of the deformation body is about 19,314 m2, the total volume of the deformation body is about 23 × 104 m3. There may be two potential sliding surfaces in the unstable slope: shallow and deep landslide. The analysis results of the limit equilibrium method and the finite element method show that: under dead weight, dead weight + rainstorm, dead weight + earthquake conditions, the plastic zone occurs mainly at the middle part or the trailing edge of the slope, and it doesn’t fully cut through the deep landslide body, so the deep landslide is stable. However, under rainstorm or earthquake conditions, the plastic zone almost completely cut thorough the shallow landslide body, it shows that the shallow landslide is in the understable–basic stable state. It is found that the results of finite element method is concordant with the results of the limit equilibrium method (F _s = 1.06–1.29, the shallow landslide is in the basic stable–stable state). The calculation results show that shallow landslides are likely to occur in Wanjia middle school slope during a rainstorm or an earthquake, so monitoring and control of the slope should be strengthened. The shallow landslide should be managed by some measures, such as anti slide pile retaining structures and drainage works, and the dangerous rock bodies on the slope surface should be cleaned up. Keywords Wanjia middle school slope Geological characteristics Stability evaluation Numerical simulation Wenchuan earthquake