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mass wasting

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11:37 am on August 17, 1959

magnitude 7.1? earthquake West Yellowstone, Montana

triggered landslide of85 million tons of rock

sped downslope at 150 km/hrand

produced hurricane force winds

• cars blown into air• valley floor covered by 45 m of rubble• 28 people (campers) were killed

produced waves in Hebgen Lakethat swept over dam

Madison Canyon slide

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mass movements occur everywhere……estimate damage annually in US at $1.5 billion…

…less than 1,000 deaths of 20,000 lost in natural disastersfrom 1925-1975 were from mass movements

not likely to be killed by mass movements, but likely to pay for effects

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classification of mass wasting

rate of movement

type of material

type of movement

cm/year to 100 km/hour

solid bedrock or unconsolidated debris

flow, slide, fall, creep

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flow: viscous fluid

slide: mass remains intact (2 types: landslide; slump)

fall: free-fall of material

types of movement

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fastest

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rock fall

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rock fall in action

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rock fall with talus slope

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hill gives way in coherent mass --large block moves

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surface of movementis

concave

scarp

(type of slide but with rotation)

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submarine landslides (Hawaii)QuickTime™ and a

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landslides on Mars

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move slowly (viscous)1-2 meter/hour

flows: earthflow

solifluction

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earth flowsand

solifluction

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may move quickly overgentle slopes

(1°-2°)

flows: mud flow (mixture of debris and water)

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mud flow at Nevada Huascaran, Peru: killed 18,000 people

before

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after

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dried mudflow

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mudflow on Toutle River from Mt. St. Helens

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flows: soil creep

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downslope motion for creep

freeze/thaw cycle

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permafrost: another example of freeze/thaw

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summary: rates and types of mass wasting

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controlling factors in mass wasting• gravity (friction and slope angle)

• slope composition

• vegetation

• water

• large relief

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gravity: 2 factors in balance1) gravity--pulls object to center of Earth

2) friction--resists block sliding downslope

• component perpendicular (normal) to surface(contributes to friction)

• component parallel (shear) to surface(contributes to sliding)

• depends on angle of slope; slipperiness of slope; and magnitude of normal component of gravity

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relief: change in elevationgreater difference in relief yields greater shear forces

along slopes

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1) small amounts of water

2) excessive amounts of water

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water: two effects

• counteracts normal component of gravity

…water pushed upward…

• reduces friction between surface material and underlying rock

• glues particles by surface tension--”sand castles”

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slope composition (amount of loose rock)….solid bedrock, unconsolidated bedrock (loose or weathered material)

solid rockvery stable even as cliffs…NOT stable if:

• has lots of fractures (cracks)

• is soluble (limestone) such that cavities form

• has layering of “wrong” orientation …bedding (sedimentary rocks) or foliation (metamorphic rocks)

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effect of bedding planes in sedimentary rock

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let’s be smart…recognize and prevent

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slope composition (continued)….solid bedrock, unconsolidated bedrock (loose or weathered material)

unconsolidated material

stability depends on frictional properties…

• is stable until maximum angle…angle of repose…

• is highly dependent on water content

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angle of repose: maximum angle where friction balances gravity

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roots stabilize loose, unconsolidated material…removal (by fire or clear-cutting) leads to mass movement

vegetation

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prevention

water, weight of house, road cut

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improve drainage -- leads to less creep

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modify slopes (where layering dips into roadway)


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