chapter 6 landslides & related phenomena. learning objectives gain a basic understanding of...
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Chapter 6 Landslides &
Related Phenomena
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Learning Objectives• Gain a basic understanding of slope stability and mechanisms of
slope failure• Understand the role of driving and resisting forces affecting
slope stability• Understand factors that affect slope processes:
– Topography– Climate– Vegetation– Water– Time– (Gravity)– (rock type)
• Understand how human use of land affect landslides & slopes• Familiarization with identification, prevention, warning, &
correction of landslides• Appreciation for processes related to land subsidence (Part B)
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Terms & Definitions
• Landslide:– Rapid downslope movement of rock/soil as a
coherent mass– Comprehensive term for any type of downslope
movement of rock/soil
• Related terms:– Slope failure– Mass wasting
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Slope Processes
• Slopes:– Common landform– Appearance as stable/static features– Typically dynamic, evolving systems
• Downslope movement of material• Interaction with other systems
– Rivers, stream valleys, floodplains– Soil formation– Eolian (wind)– Volcanoes
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Slope Elements
1. Convex slope/crest• Associated with creep
2. Free-face (steep/vertical)• Associated with rockfalls
3. Debris slope• Angle of repose 30o-35o
4. Concave slope or wash slope• Produced by processes associated with running water
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Types/Patterns of Downslope Movement
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Patterns of Downslope Movement
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Classification of Downslope Movements
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Debris Flow
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Slope Stability• Relationship between driving & resisting forces
– Driving forces (DF)• Weight of rock, soil• Weight of superimposed material
– Vegetation– Fill– Buildings
– Resisting forces (RF)• Shear-strength of slope material acting along potential slip planes
– Cohesion– Internal friction
• Ratio RF/DF = Factor of Safety (FS)– >1.0 = stable– <1.0 = unstable– Subject to changed conditions (see example; fig. 6.4)
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Causes of Landslides• Real Causes
– Driving Forces > Resisting Forces
• Primary Forces– Gravity (downward force & downslope component)– Resistance = shear strength
• Factors and Causes:– Landslides occur when forces along potential
rupture surfaces exceed the forces resisting movement (i.e., cohesion, frictional)
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Functional Relationships
The factors in S are:
u = fluid pressure (pore water pressure)tan = coefficient of internal friction = angle of internal friction (frict. resist.)n = normal stress (i.e., normal to surface or plane of discontinuityC = cohesion of material-----------------------------------------C and depend on material typeC, , and u vary with water content
Relationships between driving force (weight) & resistance force (R)
Resisting force (R) is proportional to shear strength of material (S)
Where shear strength or resistance (S) S = C + (n -u) tan
The main driving force is the downslope component of the weight (force) of the material above the potential slip plane = W sin where
W
=Weight of material (above plane)
angle of the plane (from horizontal)
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Factors/Controls
• Gravity/Amount of material (above a slip plane)– Weight (force); downslope component of the weight of
the slope materials above the slip plane• Downward• Normal to surface or plane of discontinuity (n)• Angle of repose (slope angle)
• Parallel to surface or plane of discontinuity
• Rock/Material Type• Structure (layering, foliation, etc.)• Water• Others?
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Some Implications, Relationships• The steeper the angle of inclination from horizontal, the
larger the shear stress
• Decreases in S less strength, i.e., less force is required to cause a rupture
• C and have different values for:– different types of soil or rock materials
– dry materials vs. wet materials
• Angles of frictional resistence () of dry rock materials vary from >40o for some igneous rocks, to = 10o-20o for clay.
• For materials like soil and clay-rich rocks, can be smaller by a factor of 2 for saturated conditions
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Factors Resulting in Decreased Slope Stability
• Increased pore pressure (affects n); e.g., Storms, fluctuating groundwater
• Increased water content (reduces C, )
• Steepening of slopes (affects n)
• Loading of slopes (affects n)• Earthquake shaking (reduces C, )• Removal of material from the base of slopes
(Directly reduces S)– Rivers, waves, man
• Changes in vegetation• Change in chemical composition of pore water
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Role of Slope & Topography
• Slope angle (slope); correlated with:– Driving force (e.g., >15% slope)– Correlation w/ geography
• Extent of landslide activity• Steep slopes
– Rockfalls, debris avalanches– Soil slips turn into mudflows (saturated slopes)
• Moderate slopes– Earthflows/mudflows, debris flow
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Roles of Rock/Soil Type• Patterns of movement
– Rotational slides (slumps)• occur along curved surfaces• Produces topographic benches (see fig.)• Commonly occur in weak rock types (e.g., shale)
– Translational slides• Planar• Occur along inclined slip planes within a slope (6.2)
– Fractures in all rock types– Bedding planes in rock slopes– Clay partings– Foliation planes (metamorphic rocks)
– Soil Slips• Type of translation slide• Slip plane above bedrock, below soil• Colluvium
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Slope Material Strength
• Influences magnitude & frequency of slides– Creep, earthflows, slumps, soil slip
• Common on slope of:– Shale
– Weak pyroclastic (volcanic) material
• Less common on slopes of more resistant rock– Well-cemented sandstone
– Limestone
– granite
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Role of Water
• Almost always involved with slope failure– Soil water/moisture
– Cohesion (unsaturated vs. saturated effects)
– Chemical weathering effects on slope strength
– Soil shear strength 1/(pore water pressure)• pore water pressure water saturation
• Rise in water table (incl. perched) reduced shear strength• Unsupported bank storage• Liquifaction (of clay-rich sediments that loose shear
strength)
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Role of Climate & Vegetation
• Controls nature/extent of ppt., moisture content
• Vegetation effects (dependent on plant type)– Enhances infiltration/retards erosion– Enhanced cohesion– Adds weight to slope– Transpiration reduces soil moisture
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Climatic Effects
A. Semiarid regions or regions with resistant rocks– Steep slope profiles (free-faces) (6.1a)
– Soil at crest & wash slope (not free face)
B. Subhumid regions or areas of soft rocks– Gentler slope profiles (6.1b)
– Soil• thick at top & bottom parts of slope
• Thin in steeper middle portions
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Role of Time
• Forces on slopes change w/ time– Moisture content– Water table– Weathering (reduced cohesion)
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Causes & Prevention
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Human Use and Landslides
• Timber harvesting
• Urbanization
• (Irrigation)
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Minimizing Landslide Hazards
• Identification of potential landslides
• Prevention of Landslides– Drainage controls– Grading– Slope supports
• Warning systems
• Landslide correction
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Mitigation/Prevention
• Slope Drainage
• Slope Reduction
• Engineering Methods/Structures– Grading of slopes– (see figures)
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Features & Recognition of Landslides
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Examples, Case Studies
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Others(Subsidence-In Part B)
• Snow Avalanche
• Subsidence– Sinkholes– Salt deposits– Coal mining
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Causes of Landslides• Real Causes
– Driving Forces > Resisting Forces
• Immediate causes (triggers)– Earthquake shocks
– Vibrations
– Sudden increase in water
• External Causes– Slope loading
– Steepening
– Earthquake shocks
• Internal Causes: Causes that reduce shear strength
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