3.3 - Mass movement UNFINISHED

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Last updated 11:52 AM on 6/12/26
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20 Terms

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categories of mass movements + example for each

Falls - rock fall

Heaves - soil creep, talus creep

Slides - rock slide, landslide

Flows - earthflow, mudflow

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definition of mass movement

movement of rock or soil downhill due to gravity

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3 factors determining classification of mass movements

speed

moisture content

type/size of material

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simple, core reason for mass movement

shear stress exceeds shear strength

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shear stress definition

force exerted on material downslope due to gravity

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shear strength

resistance of material to downslope movement

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factors affecting shear strength and explanation

internal friction and cohesion between material particles

  • higher moisture → increased pore water pressure → reduced internal friction → higher shear strength

vegetation roots

  • more roots → bind the soil → shear strength

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factors affecting shear stress and explanation

slope angle

  • undercutting/material added to slope → slope angle increase → friction to gravity ratio decreased

weight of material

  • added vegetation/saturation → increased weight → more force

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slope safety factor definition

ratio of slope material’s shear strength to the shear stress

  • >1 = stable

  • <1 = mass movement

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explain exfoliation (weathering process)

  • rock is a poor conductor of heat

  • outer layer expands and contracts as it heats and cools at a different rate to inner layer

  • outer layer breaks off

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briefly explain falls

rock loosened by weathering from very steep slopes/free face

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angle of repose

maximum slope angle upon which material can support itself

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scree slope

accumulation of rock fragments at the base of a free face

provide evidence of rock fall

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briefly explain heaves (aka creeps)

slow movement of small rock or soil particles downhill via repeated cycles of dislocation

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what causes heaves

particle pushed perpendicularly away from slope, then falls due to gravity as slope material contracts, repeatedly

  • freezing and thawing

    • freeze = expand, thaw = contract

  • wetting and drying

    • saturated = expand, dry = contract

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evidence for heave

soil buildup on upslope side of walls, trees

tilting of fences and poles downslope

ripples on grassy slopes called terracettes

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frost heave (INCLUDES PLACE EXAMPLE)

frost heave

  • in tundra environments like ALASKA

  • diurnal temperature range causes daily freezing and thawing

  • even talus creep can be caused by ice needles pushing them up

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solifluction

  • surface layer of permafrost thaws in summer

  • it is saturated → low internal friction

  • slides downslope

in between heave and slide

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briefly explain slides

entire mass of material on a slope slips downslope at same rate

occurs along a slip plane (usually bedding plane or fault line)

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conditions likely to cause slides

  • weak rock with little internal cohesion

  • steep slopes - high shear stress

  • undercutting

  • water - reduces internal cohesion AND lubricates slip plane

  • often exfoliation weathering