Mass wasting
Mass wasting: as we already know, mass wasting is the
movement
of material under the influence of gravity.
In a purely technical sense, material being carried downstream in a
creek might be called mass wasting, but mass wasting how we are going
to
use the term usually implies that wind, water, or ice did not act as a
transport medium.
Landslides move along surfaces of separation by the various
combinations
of falling, sliding, and/or flowing. Several distinct landforms develop
as a result of landslide transport. Landslides may be classified on the
basis of the nature of the slope-forming materials and the type of
movement.
Four
basic kinds of landslides are common. These move at different speeds
and include:
-
Debris slides: internally disrupted and broken landslides
that move
downslope along basal slip surfaces.
-
Earthflows: composed of unconsolidated material which move
downslope
like a viscous fluid. Individual slip surfaces are absent. Flow can
occur
simultaneously along different fronts, and involve several lobes moving
at different speeds. Earthflows most often occur during or following
heavy
rainfall when the internal cohesiveness of soil is reduced. Earthflows
can move along relatively gentle slopes and cover large distances.
-
Slumps: relatively coherent and internally intact
landslides. These
move downslope by rotation and sliding along slip surfaces both within
and along the base of the slide unit. Adjacent slumps can coalesce to
form
a compound slump.
-
Rock falls: move by free-fall or downslope bouncing of rock
fragments.
Debris that accumulates along the base of a rock fall is called talus.
Individual landslides can exhibit characteristics of more than one type
of downslope translation. These are termed complex
landslides.
Causes
Natural slope stability is controlled by a complex interaction of
several
factors. These include:
-
Physical characteristics of the soil and/or bedrock; unconsolidated
soil
moves more easily downslope than consolidated bedrock.
-
Structural characteristics of the soil and/or bedrock; these include
joints
and fractures (number and orientation relative to the slope) and the
attitude
of bedding or foliation.
-
Slope angle; landslides are more likely to occur along steep slopes.
-
Degree of water saturation; slope instability increases with the degree
of internal water saturation which increase weight, reduces internal
cohesion,
and lubricates potential movement surfaces.
-
Characteristics of vegetation; variations in type, amount, and seasonal
status of vegetative cover can markedly affect slope stability because
of internal binding afford by root systems.
-
Proximity to areas of active erosion; areas of active erosional
undercutting
are susceptible to landsliding (shore and watercourses).
-
Seismic ground shaking; ground shaking during an earthquake can loosen
slope-forming material and greatly reduce stability.
Modification
of natural slopes during construction can contribute to instability and
increase the landslide potential. Typical changes include steepening of
initial slope angles, adding weight during artificial backfill,
increasing
height, undercutting, and saturation with water. The construction of
artificial
terraces along roadways provides a particularly hazardous example of
construction
effects.
Risk
from
landslide across the United States varies. Risk factors include
soil
type, bedrock depth and type, seasonal and instantaneous moisture
contents,
slope angle, and human disturbances. Even something such as slope
aspect (orientation) can have a major impact on risk.