Figures index

From

The Investigation of Effective Parameters on the Stability of Concrete Gravity Dams with Case Study on Folsom, Blue Stone, and Pine Flat Dams

Elyas behradimehr, afshin mansouri, babak aminnejad, mohammad ali barkhordari bafghi

American Journal of Civil Engineering and Architecture. 2014, 2(5), 167-173 doi:10.12691/ajcea-2-5-3
  • Figure 1. Bluestone dam geometry
  • Figure 2. Folsom dam geometry
  • Figure 3. Pine flat dam geometry
  • Figure 4. Acceleration-time graph of Coalinga earthquake
  • Figure 5. Dam geometry drawing in ABAQUS
  • Figure 6. The graph from software
  • Figure 7. Without considering foundation weight
  • Figure 8. With considering foundation weight
  • Figure 9. Vertical earthquake
  • Figure 10. Horizontal earthquake
  • Figure 11. Reduction of
  • Figure 12. The location of nodes in ABAQUS software
  • Figure 13. Sliding displacement graph in dam toe in RS-DAM software
  • Figure 14. Sliding displacement graph in dam heel in RS-DAM software
  • Figure 15. Sliding displacement graph in dam middle part in RS-DAM software