Chapter Thirteen Mass Movement. Mass Movement Process that transports Earth’s materials downslope by the pull of gravity  Friction, strength, and cohesiveness.

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Presentation transcript:

Chapter Thirteen Mass Movement

Mass Movement Process that transports Earth’s materials downslope by the pull of gravity  Friction, strength, and cohesiveness of materials resist mass movement  Angle of slope (sloppiness), water content, lack of vegetation, and biological disturbances enhance mass wasting  Extent of damage and deaths from Mass Movement in the USA ( ): 1 k/20 k (75 b$ as compared to 20 b$ for all others)

What causes Mass Movement Principal Factor: Gravity Principal Resistance Factors: Friction, strength and cohesiveness of slope material Gravity Components: – Parallel to Slope (Gd) – Perpendicular to Slope (Gp) Amount of Friction & Steeper slopes depend on: Via Natural processes (Faulting, Folding and Tilting of strata), River cutting, Glacial Erosion & Coastal wave cutting Via Human causes: Quarrying, Road cutting and Waste dumping

Boulder on a hillside

Slope composition

Slope Composition Factors that can reduce rock stability are: – Breakage into networks of joints, fractures, or faults – Mechanical weathering processes – Sedimentary bedding planes – Cavities formed in soluble rock via dissolution – Igneous cooling joints (A joint pattern developed during cooling) – Foliated metamorphic rock with marked rock cleavage – Weakness planes parallel to slope

Causes of Mass Movement Steepness of Slope – Stable only if friction is greater than G d  Faulting, folding, river cut, glacial, coastal wave create steep slope; angle of repose (angle at which an unconsolidated material is stable; 30-35° for dry sand);  Different for different material; determined by particle size, shape and particle arrangement; for talus slopes >40 ° Composition of Material either promotes or resists mass wasting  Solid /Unconsolidated Vegetation- lack of which promotes mass wasting (Binds and stablizes loose, unconsolidated material) Water Content- increases weight of material and reduces friction between planes of weakness; small water increases cohesiveness Human/Other Disturbances

Causes of mass movements – contd. Excess of water reduces friction between surface materials and underlying rocks Reduces cohesiveness – counteract some or all of G p by buoying upward the weight of slope material Triggers for Mass Movement Events Natural Triggers  Climatic- torrential rains and snow melt  Geologic- earthquakes and volcanic eruptions Human-Induced Triggers  Oversteeping of slopes- excavation

Causes of mass movements – contd.  Overloading- excess water, building, and other construction  Deforestation/overgrazing of vegetation  Loud noise- trains, aircrafts, blasting  Lawn sprinkling

Processes that oversteepen slopes – contd.

Slopes susceptible to mass movements

Particle size and shape

Effect of particle arrangement on stability

Water can cause failure in slopes of solid bedrock

Effect of water – contd.

Saturation with water promotes mass movement

Turtle Mountain landslide

Types of Mass Movement Classification based on velocity & Composition Slow Mass Movement Creep: Slowest Mass movement (measured in mm or cm per year); affects unconsolidated materials – Causes: Burrowing animals Trampling of animals Splashing of raindrops Swaying of plants and trees Freezing and Thawing Wetting and Drying of clays

Types of Mass Movements – contd. Solifluction: Special variety of creep, soil flow – Comparatively fast form of creep – Occurs in permafrost areas – Indications of creep-tilted ‘vertical’ structures Rapid Mass Movement: – Measured in km/hr or m/s; classified by types of motion; one type can evolve into another – Falls: Fastest type of rapid mass movement; rocks break free steep slope & plummet to the ground

Creep Effects

Frost-induced creep

Solifluction

Rapid Mass Movement

Storm Tracks

Sheep Mountain

Rapid Mass Movement – contd. Slides and Slumps: – Slides: Single intact mass of rock. Soil, or unconsolidated material moves along a preexisting plane of weakness Unconsolidated sediment: Between material types is slip plane Solid Bedrock: within the rock, along planes of weakness Sedimentary rock: Bedding planes Plutonic igneous rocks: Large joint produced by exfoliation Metamorphic rocks: Along foliation surfaces

Rapid Mass Movement – contd. Slumps: Slides with concave slip planes – forms scarps (Steep, exposed cliff face that forms where the slump mass pulls away) Flows: – Mixture of solid, unconsolidated particles that moves downslope like a viscous fluid – Earthflows: Relatively dry masses of clayey or silty regolith (~ meter/hour) – Mudflows: Swifter-flowing slurry of regolith mixed with water; likely to develop after heavy rainfalls – Quick Clays: Highly fluid mudflow – Lahars: Catatrosphic mudflows (volcanic eruption: St. Helens) – Debris Flows: Triggered by the sudden introduction of large amounts of water; coarser than sand, often contain boulders – Debris Avalanches: Swiftest & Most dangerous mud flows

The development of quick-clay flows

The development of quick-clay flows-contd.

Rapid Mass Movement map

Dating Mass Movement events

Slide-prone geology

Avoiding/preventing Mass Movement Avoiding  Predicting mass movement  Terrain analysis (composition, layering, structure, water content and drainage), field visit, eye witness/recorded accounts  Vegetation- over grazing, harvesting Preventing  Develop Prevention Plan  Enhance Forces that Resist or Reduce forces of mass wasting  Structural Approach- reduce slope (Modification: unloading, grading & removing material), Bolts and Pins  Non-Structural Approach- tree, chemical stability

Slide Prevention

Slide Prevention – contd.

Structural supports to prevent slope failure

Extraterrestrial Mass Movement Mass movement on the Moon – by dry process – Triggered by Meteorites (which produces avalanches) Mass movement on Mars: Triggered by Meteorite impacts Slides, slumps, and debris and mud flows reported