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Analysis and Modeling of Landslide Surface with Geometrical Hydrology and Slope Stability: Case Study Ekbatan Watershed Basin, Hamedan, Iran.
| Content Provider | Semantic Scholar |
|---|---|
| Author | Ildoromi, Alireza |
| Copyright Year | 2012 |
| Abstract | The idea Present in this research is a physical model for analyzing the relationship between shapes of slope (including the width of slope and the curving of the terrain) the reaction of hydrology and slope stability. This model includes three dimensions Geometry for compound slope, one model hydraulic for stability and other is for slope stability on the base extreme slope. The model hydraulic is made up of continues rivers and the shape of Senatic equation Darcy is obtained and also include the effect Topography slope the shape of plan and Curve profile Length. By changing these two topographies, nine main shapes for analysis the effect of hydraulic and the effect of those on the slope stability are used the results obtained except the roof slope the properties of slope topography the control of also controlled. (Plan shape and roof curving) and surface ground water slope also controlled. This process cause hydrological effect change and instability on slopes. According to the result obtained when the profile of slope is changed from convex to concave the stability of slope decreases. Also when the shape of plan slopes from convergent to divergent changes; the stability in many profiles section increases. |
| Starting Page | 920 |
| Ending Page | 924 |
| Page Count | 5 |
| File Format | PDF HTM / HTML |
| Volume Number | 6 |
| Alternate Webpage(s) | http://www.aensiweb.com/old/aeb/2012/920-924.pdf |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
