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Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors Soil strength Hill slope gradient 2 Physical model 3 Natural cases Rain storms Timber harvesting Roads 3. Coefficient of friction Water in soils 4. Mechanisms of movement 5. Mass wasting types 6. Large landslides
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Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Dec 21, 2015

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Page 1: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Topics for todayMass Wasting (Ch. 13 418-425)

1. Controlling factors– Soil strength – Hill slope gradient

2 Physical model

3 Natural cases– Rain storms– Timber harvesting– Roads

3. Coefficient of friction• Water in soils

4. Mechanisms of movement

5. Mass wasting types

6. Large landslides

Page 2: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Mass wasting

Page 3: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Mass wasting is the down slope movement of rock, regolith, and soil, under the influence of gravity.

Page 4: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rock fall

Page 5: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rock fall

Page 6: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rock fall

Page 7: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Landslide

Page 8: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Landslide

Page 9: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Creep

Page 10: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Debris flow

Page 11: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.
Page 12: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Coefficient of friction

Page 13: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Angle of repose = angle of internal friction in dry, loose material

Page 14: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Cohesion

Page 15: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Water reduces cohesion, removes frictional contact between grains

Page 16: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Landslide

Page 17: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Mechanisms of movement

• Pure flow – Earth flows– Mudflows

Pure slide/fall – Rock falls– Avalanches– landslides

• Creep– Gradual movement - Freezing cycles

Page 18: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.
Page 19: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Dry mass wasting from Slow to fastCreep------->Rock fall

Page 20: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Creep

Page 21: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Soil Creep

Page 22: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Creep

Page 23: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rock fall

Page 24: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rockfall

Page 25: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rockfall

Page 26: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rock fall

Page 27: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Talus slope

Page 28: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Slow-medium velocity mass wasting from dry to wet

Page 29: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.
Page 30: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Earthflow

Page 31: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

• 6 m/yr• Highway 149 • The earthflow

began 700 years ago.

• About 350 years ago, a second earthflow

Slumgullion Earthflow, CO

Page 32: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Solifluction

Page 33: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

• Fasts mass wasting processes from dry to wet

Page 34: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.
Page 35: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Rockfall

Page 36: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Debris avalanche

Page 37: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Mud flow

Page 38: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Blackhawk rockslide, Ca

Page 39: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

• It is a prehistoric landslide ~20,000 years old

• Source was 4000 ft height

• 5 miles long X 2 miles wide X 50 feet thick

• Velocity = 270 miles/hour

• Traveled time 8 sec

Page 40: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Huascaran Debris avalanche, Peru (1970)

Page 41: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

• Huascaran (6768m)

• Trigger by an earthquake M=8

• Buried the city of Yungay, 18,000 people died

• Traveled 9 miles• 175-200 mph

Page 42: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Explanations

• Liquefaction-wet • Air cushioning • Acoustic fluidization (high

vibration)

Page 43: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Liquefaction

Lost of friction between grain

Page 44: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Air cushioning

• Air layer underneath the slide reduces friction and can travel farther.

Page 45: Topics for today Mass Wasting (Ch. 13 418-425) 1. Controlling factors –Soil strength –Hill slope gradient 2 Physical model 3 Natural cases –Rain storms.

Acoustic fluidization (high vibration)