mass wasting
Mass Wasting Study Guide
Slope Stability
Mass wasting:
Definition: The downslope movement of soil, rock, and debris under the influence of gravity.
Significance: A key process in shaping landscapes, transporting weathered material from mountainous and sloped areas toward lower elevations.
Ultimate destination: All weathered materials eventually move toward the ocean basins, completing the sediment cycle.
Normal Force:
Definition: The component of an object’s weight acting perpendicular to the slope surface.
Function: It counteracts gravity’s downward pull.
Weight Equation:
Formula: W = m \times g
Where:
W = weight
m = mass (changes with material)
g = constant gravitational acceleration, g = 9.8 \ m/s^2
Gravity Vectors on Slopes:
Shear Force (downslope):
Function: Pulls material downhill.
Normal Force:
Function: Pushes material into the slope, resisting downslope movement.
Slope Angle (θ):
Higher angle (θ): Increases downslope shear force, leading to a less stable slope.
Lower angle (θ): Increases normal force, contributing to a more stable slope.
Friction Force:
Definition: Acts opposite to downslope movement and stabilizes the slope.
Increasing Weight on Slope:
Factors: Adding water (rainfall, irrigation), constructing buildings, or depositing sediment.
Effect: Increases load and decreases stability.
Shear Strength:
Definition: The resistance of unconsolidated materials to movement.
Influencing Factors: Cohesion, friction, and particle interlocking.
Angle of Repose:
Definition: The maximum slope angle at which loose material remains stable.
Influences:
Angular grains interlock better than rounded grains.
Coarse grains provide more friction than fine grains.
Scale: Horizontal = 0°, vertical = 90°.
Water Effects:
Small amounts of water can increase cohesion (through surface tension), raising the angle of repose.
Excess water reduces friction, adds weight, and lubricates particles, leading to slope failure.
Vegetation:
Function: Roots bind soil, absorb water, and reduce erosion, thereby stabilizing slopes.
Water Instability:
Heavy rainfall or rapid snowmelt can saturate the soil, reducing shear strength and triggering landslides.
Types of Mass Wasting
Classification: By type of material (rock, soil, debris) and movement (fall, slide, flow).
Flows vs. Slides vs. Falls:
Flows:
Behavior: Material behaves like a fluid and moves chaotically.
Slides:
Behavior: A coherent block moves along a defined plane.
Falls:
Behavior: Free-fall of rock or debris from steep slopes.
Other Triggers of Mass Wasting:
Factors: Earthquakes, volcanic eruptions, heavy rainfall, human excavation.
Flow Velocity:
Depends on: Slope steepness, water content, and type of material.
Order of velocity (from slowest to fastest):
Creep → Solifluction → Earth flows → Debris flows → Mudflows.
Creep:
Definition: Very slow downslope soil movement.
Characteristics:
Common in temperate climates with freeze-thaw cycles; absent in arid tropics.
Soil particles move incrementally, leading to visual impacts like tilted fences and bent trees.
Solifluction:
Definition: Saturated soil flow in permafrost regions.
Characteristic: Thawed surface soil slides over frozen ground, moving faster than creep.
Creep Damage:
Examples: Cracked foundations, tilted poles, distorted roads.
Indicators: Bent trees or tilted structures.
Earth Flows, Debris Flows, Mudflows:
Differentiated by material size and water content.
Triggers: Rainfall, snowmelt, volcanic activity may initiate these flows.
Slides:
Triggers: Weak bedding planes, earthquakes, or water saturation.
Movement Types:
Translational Slide: Movement along a flat plane.
Rotational Slide (Slump): Curved surface movement.
Falls:
Characteristics: Occur on steep cliffs and are often triggered by freeze-thaw cycles, weathering, or seismic shaking.
Causes & Mitigation
Increasing Stability Methods:
Strategies: Reduce slope angle, plant vegetation, remove excess water, and build retaining structures.
Hazard Mapping:
Purpose: Identifies landslide-prone zones to guide safe development practices.
Monitored Variables:
Important parameters include: Rainfall, groundwater levels, slope movement, seismic activity.
Creep Damage Avoidance:
Recommended Actions: Use flexible foundations, monitor slopes, avoid construction on unstable ground.
Safe Slope Grade:
General guideline: Slopes less than 30° are usually stable.
Construction Precautions:
Avoid building in:
Steep slopes
Fault zones
Areas with unconsolidated sediments.
Preventing Falling Rock Damage:
Methods: Use of rock nets, building tunnels, barriers, and catchment fences.
Slope Reinforcement:
Techniques include: Retaining walls, rock bolts, terracing, and vegetation.
Retaining Walls:
Requirement: Must include drainage; failure occurs if water pressure builds behind the wall.
Water Removal Techniques:
Examples: Hydrauger pipes, contour drains, and slope landscaping to reduce saturation levels.
Deflection Walls:
Purpose: Divert debris flows or rockfalls away from structures.
Real Estate Warning Signs:
Indicators of potential issues: Tilted trees, scarps, cracked foundations, hummocky terrain, and fresh landslide scars.
Human-Induced Mass Wasting
Vajont Dam Disaster (Italy, 1963):
Cause: Weak limestone and clay layers combined with steep slopes resulted in a massive landslide into the reservoir.
Consequence: Displaced water created a wave that overtopped the dam, leading to approximately 2,000 fatalities.
Providence Canyon (Georgia):
Cause: Sandy sediments have eroded due to poor farming practices, such as overgrazing and insufficient vegetation.
Result: Gullies expanded into the canyon.
Control Attempts for Erosion:
Efforts include: Planting vegetation and constructing erosion control structures, though erosion persists due to the fragile nature of the sediments.