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Landslides & Related Phenomena

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Presentation on theme: "Landslides & Related Phenomena"— Presentation transcript:

1 Landslides & Related Phenomena http://www.youtube.com/watch?v=mknStAMia0Q

2 Landslides & Related Phenomena http://www.youtube.com/watch?v=mknStAMia0Q http://www.youtube.com/watch?v=F31ywRvtNkY

3 Introduction to Landslides Landslide – rapid downslope movement of “coherent” mass Slope failure/mass wasting- general term (e.g. mudflows, rockfalls, snow/debris avalanches) Subsidence (downward movement)

4 Introduction to Landslides

5 Slope Processes and Slope Stability “If it’s not a river or a beach, it’s a hillslope, of one ilk or another” –Most common landforms –Appear static; actually are dynamic Valley –Moving downhill Creep Avalanche/rock fall –Moderate events are the most important Magnitude Frequency

6 Slope Processes and Slope Stability Processes –Slope elements Convex slope/crest Free-face –Angle of repose Debris slope Convex slope/wash slope

7 Angle of repose: particle size particle shape moisture content Angle of Repose

8 Slope Processes and Slope Stability Processes –Slope movements or deformation Flowage/flow Sliding Falling Subsidence Classification –Type of movement –Slope material –Amount of water present –Rate of movement

9 Classification of Mass Movement Creep

10 Types of Movement

11 Slope Movements

12 Slope Stability When does a slope fail? What is the critical threshold that’s exceeded? Variables: –Material type –Slope –Topography –Climate –Vegetation –Water** –Time.

13 Landslides & Related Phenomena http://www.impactlab.com/2008/10/12/the-heyelan-land-slide/

14 Slope Stability Forces on Slopes –Driving forces--tend to move material down slope Weight of material (includes water)* Vegetation Fill material Building loads C D W N Potential slip plane (clay). ROCK A D = W sin A = driving force the downslope component of gravity.

15 Slope Stability Forces on Slopes –Resisting forces--forces that tend to resist movement Shear strength C D W N Potential slip plane (clay). ROCK A N = W cos A = the normal component of W contributes to the shear strength along the slip plane contributes to the resisting force.


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