Knowledge

Landslide classification

Source ๐Ÿ“

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initial small failure eroded older deposits from the volcano and incorporated additional water and wet sediment from along its path, increasing in volume about ninefold. The lahar killed more than 2,000 people as it swept over the towns of El Porvenir and Rolando Rodriguez at the base of the mountain. Debris avalanches commonly occur at the same time as an eruption, but occasionally they may be triggered by other factors such as a seismic shock or heavy rainfall. They are particularly common on strato volcanoes, which can be massively destructive due to their large size. The most famous debris avalanche occurred at Mount St Helens during the massive eruption in 1980. On May 18, 1980, at 8:32 a.m. local time, a magnitude 5.1 earthquake shook Mount St. Helens. The bulge and surrounding area slid away in a gigantic rockslide and debris avalanche, releasing pressure, and triggering a major pumice and ash eruption of the volcano. The debris avalanche had a volume of about 1 km (0.24 cu mi), traveled at 50 to 80 m/s (110 to 180 mph), and covered an area of 62 km (24 sq mi), killing 57 people.
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slides of rock fragments that form on steep slopes. However, almost every other type of landslide is possible, including highly disaggregated and fast-moving falls; more coherent and slower-moving slumps, block slides, and earth slides; and lateral spreads and flows that involve partly to completely liquefied material (Keefer, 1999). Rock falls, disrupted rock slides, and disrupted slides of earth and debris are the most abundant types of earthquake-induced landslides, whereas
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rotational and translational slides affecting clayey and silty-clayey formations. In this case, several weeks and 200 mm of precipitation were needed to cause landslide reactivation. A similar approach is reported by Brand et al. (1988) for Hong Kong, who found that if the 24-hour antecedent rainfall exceeded 200 mm then the rainfall threshold for a large landslide event was 70 mmยทh. Finally, Caine (1980) established a worldwide threshold:
1912:. Figure A illustrates the forces acting on an unstable block on a slope. Movement is driven by shear stress, which is generated by the mass of the block acting under gravity down the slope. Resistance to movement is the result of the normal load. When the slope fills with water, the fluid pressure provides the block with buoyancy, reducing the resistance to movement. In addition, in some cases fluid pressures can act down the slope as a result of 2107:, in which the shaking causes a reduction in the pore space of the material. This densification drives up the pore pressure in the material. In some cases this can change a granular material into what is effectively a liquid, generating 'flow slides' that can be rapid and thus very damaging. Alternatively, the increase in pore pressure can reduce the normal stress in the slope, allowing the activation of translational and rotational failures. 2830: 128: 2883: 2871: 2907: 33: 2818: 2931: 2847: 2770: 1274: 826: 2671: 974: 2919: 2719: 1578: 74: 803:
noted landslides can occur catastrophically, or that movement on the surface can be gradual and progressive. Falls (isolated blocks in free-fall), topples (material coming away by rotation from a vertical face), spreads (a form of subsidence), flows (fluidised material in motion), and creep (slow, distributed movement in the subsurface) are all explicitly excluded from the term landslide.
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factors, sometimes very subjective. In the following write-up, factors are discussed by dividing them into two groups: the first one is made up of the criteria utilised in the most widespread classification systems that can generally be easily determined. The second one is formed by those factors that have been utilised in some classifications and can be useful in descriptions.
1154: 1936: 1928: 889: 1412: 1142: 1542: 597: 1130: 1541: 1546: 1545: 1540: 1547: 1989:, found that for rainfall of short duration (about 1 hour) intensities of greater than 36 mm/h were required to trigger landslides. On the other hand, for long rainfall durations, low average intensities of about 3 mm/h appeared to be sufficient to cause landsliding as the storm duration approached approximately 100 hours. 1166: 1544: 2020:
This threshold applies over time periods of 10 minutes to 10 days. It is possible to modify the formula to take into consideration areas with high mean annual precipitations by considering the proportion of mean annual precipitation represented by any individual event. Other techniques can be used to
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and weathered rocks. A rainfall threshold of around 190 mm in 24 h initiated failures whereas more than 300 mm in 24-48 h were needed to cause widespread shallow landsliding. With antecedent rain, moderate intensity precipitation of at least 40 mm in 24 h reactivated mudslides and both
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can be a key mechanism by which landslide initiation can occur. This can be especially significant when sudden increases in temperature lead to rapid melting of the snow pack. This water can then infiltrate into the ground, which may have impermeable layers below the surface due to still-frozen soil
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of the rock - at some point the material becomes so weak that failure must occur. Hence, the trigger is the weathering process, but this is not detectable externally. In most cases a trigger is thought as an external stimulus that induces an immediate or near-immediate response in the slope, in this
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Under this definition, landslides are restricted to "the movement... of shear strain and displacement along one or several surfaces that are visible or may reasonably be inferred, or within a relatively narrow zone", i.e., the movement is localised to a single failure plane within the subsurface. He
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The classification of a landslide based on its activity is particularly relevant in the evaluation of future events. The recommendations of the WP/WLI (1993) define the concept of activity with reference to the spatial and temporal conditions, defining the state, the distribution and the style. The
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Some of the largest and most destructive landslides known have been associated with volcanoes. These can occur either in association with the eruption of the volcano itself, or as a result of mobilisation of the very weak deposits that are formed as a consequence of volcanic activity. Essentially,
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of the landslide mass during the accelerations. These processes are complex, but can be sufficient to induce failure of the slope. These processes can be much more serious in mountainous areas in which the seismic waves interact with the terrain to produce increases in the magnitude of the ground
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The importance of rainfall as a trigger for landslides cannot be overestimated. A global survey of landslide occurrence in the 12 months to the end of September 2003 revealed that there were 210 damaging landslide events worldwide. Of these, over 90% were triggered by heavy rainfall. One rainfall
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to becoming unstable. The trigger is the single event that finally initiated the landslide. Thus, causes combine to make a slope vulnerable to failure, and the trigger finally initiates the movement. Landslides can have many causes but can only have one trigger. Usually, it is relatively easy to
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For the main part seismically generated landslides usually do not differ in their morphology and internal processes from those generated under non-seismic conditions. However, they tend to be more widespread and sudden. The most abundant types of earthquake-induced landslides are rock falls and
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In some cases, failures are triggered as a result of undercutting of the slope by a river, especially during a flood. This undercutting serves both to increase the gradient of the slope, reducing stability, and to remove toe weighting, which also decreases stability. For example, in Nepal this
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during its catastrophic eruption on May 18, 1980. Failures on volcanic flanks themselves are also common. For example, a part of the side of Casita Volcano in Nicaragua collapsed on October 30, 1998, during the heavy precipitation associated with the passage of Hurricane Mitch. Debris from the
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at the Earth's surface. In 1978, in a very highly cited publication, David Varnes noted this imprecise usage and proposed a new, much tighter scheme for the classification of mass movements and subsidence processes. This scheme was later modified by Cruden and Varnes in 1996, and influentially
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classification, there are great difficulties because phenomena are not perfectly repeatable; usually being characterised by different causes, movements and morphology, and involving genetically different material. For this reason, landslide classifications are based on different discriminating
2260:, there is a greater elevation difference between the soil level and the hard bedrock. With the introduction of water and the thick soil, there is less cohesion and the soil flows out in a landslide. With every landslide more bedrock is scoured out and the hollow becomes deeper. After time, 2188:
Rapid changes in the groundwater level along a slope can also trigger landslides. This is often the case where a slope is adjacent to a water body or a river. When the water level adjacent to the slope falls rapidly the groundwater level frequently cannot dissipate quickly enough, leaving an
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With these criteria, landslides can be identified with a system similar to that of the denomination of formations. Consequently, it is possible to describe a landslide using the name of a site. In particular, the name will be that of the locality where the landslide happened with a specific
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Under the scheme, landslides are sub-classified by the material that moves, and by the form of the plane or planes on which movement happens. The planes may be broadly parallel to the surface ("translational slides") or spoon-shaped ("rotational slides"). Material may be rock or
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first term describes the information regarding the time in which the movement took place, permitting information to be available on future evolution, the second term describes, in a general way, where the landslide is moving and the third term indicates how it is moving.
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1991. It is unclear as to whether the lack of a trigger in such cases is the result of some unknown process acting within the landslide, or whether there was in fact a trigger, but it cannot be determined. The trigger may be due to a slow but steady decrease in material
316:. The difference between these two concepts is subtle but important. The landslide causes are the reasons that a landslide occurred in that location and at that time and may be considered to be factors that made the slope vulnerable to failure, that predispose the 580:, the external causes generally induce an increase of shear stress, so that block or bodies are no longer stable. The triggering causes induce the movement of the mass. Predisposition to movement due to control factors is determining in landslide evolution. 575:
is an important step. Terzaghi describes causes as "internal" and "external" referring to modifications in the conditions of the stability of the bodies. Whilst the internal causes induce modifications in the material itself which decrease its resistance to
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erosion occurs along the channel. Immediately after the passage of flood waves extensive landsliding often occurs. This instability can continue to occur for a long time afterwards, especially during subsequent periods of heavy rain and flood events.
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failure, which can cause fissuring or subsidence of the ground. Liquefaction involves the temporary loss of strength of sands and silts which behave as viscous fluids rather than as soils. This can have devastating effects during large earthquakes.
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This criterion describes, in a general way, the location of landslides in the physiographic context of the area. Some authors have therefore identified landslides according to their geographical position so that it is possible to describe
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Groundwater conditions on the falling limb of the hydrograph. If the fall in river levels is sufficiently rapid then the high water levels in the slope can provide a hydraulic push that destabilises the slope, sometimes triggering bank
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artificially high water table. This subjects the slope to higher than normal shear stresses, leading to potential instability. This is probably the most important mechanism by which river bank materials fail, being significant after a
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This visualization shows rainfall-triggered landslides over population data from January 1, 2015, through Dec 3, 2015. April 25, 2015 the deadly Gorkha earthquake struck Nepal and caused a deadly landslide that killed an additional 60
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amplification'. The maximum acceleration is usually seen at the crest of the slope or along the ridge line, meaning that it is a characteristic of seismically triggered landslides that they extend to the top of the slope.
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classification systems to describe natural phenomena or individuals, like for example, plants or animals. These systems are based on specific characteristics like shape of organs or nature of reproduction. Differently, in
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failure, when a rapid decline in lake level contributed to the occurrence of a landslide that killed over 2000 people. Numerous huge landslides also occurred in the Three Gorges (TG) after the construction of the TG dam.
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with a total precipitation of 100โ€“200 mm, about 14 mm of rain per hour for several hours, or 2โ€“3 mm of rain per hour for about 100 hours can trigger landslides in that environment. Rafi Ahmad, working in
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Varnes D. J., Slope movement types and processes. In: Schuster R. L. & Krizek R. J. Ed., Landslides, analysis and control. Transportation Research Board Sp. Rep. No. 176, Nat. Acad. oi Sciences, pp. 11โ€“33,
839:" the detachment of soil or rock from a steep slope along a surface on which little or no shear displacement takes place. The material then descends mainly through the air by falling, bouncing, or rolling" 2084:
load on the slope. So, for example, vertical accelerations successively increase and decrease the normal load acting on the slope. Similarly, horizontal accelerations induce a shearing force due to the
1203:"Flow movements in bedrock include deformations that are distributed among many large or small fractures, or even microfracture, without concentration of displacement along a through-going fracture" 1182:
is a spatially continuous movement in which surfaces of shear are short-lived, closely spaced, and usually not preserved. The distribution of velocities in the displacing mass resembles that in a
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case in the form of the movement of the landslide. Generally, this movement is induced either because the stresses in the slope are altered by increasing shear stress or decreasing the effective
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refined by Hutchinson (1988) and Hungr et al. (2001). This full scheme results in the following classification for mass movements in general, where bold font indicates the landslide categories:
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in May 2003 triggered hundreds of landslides, killing 266 people and rendering over 300,000 people temporarily homeless. In July 2003 an intense rain band associated with the annual Asian
1857:. In the former case it is usually necessary to have very high rainfall intensities, whereas in the latter the intensity of rainfall may be only moderate - it is the duration and existing 2338:
Hutchinson, J. N. "General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology." International symposium on landslides. 5. 1988.
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Cruden, David M., and David J. Varnes. "Landslides: investigation and mitigation. Chapter 3-Landslide types and processes." Transportation research board special report 247 (1996).
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Corominas, J. and Moya, J. 1999. Reconstructing recent landslide activity in relation to rainfall in the Llobregat River basin, Eastern Pyrenees, Spain. Geomorphology, 30, 79โ€“93.
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determine the trigger after the landslide has occurred (although it is generally very difficult to determine the exact nature of landslide triggers ahead of a movement event).
462:. It is possible that phenomena could be occurred in past geological times, under specific environmental conditions which no longer act as agents today. For example, in some 817:
The following clarifies the usages of the various terms in the table. Varnes and those who later modified his scheme only regard the slides category as forms of landslide.
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Nevertheless, in broader usage, many of the categories that Varnes excluded are recognised as landslide types, as seen below. This leads to ambiguity in usage of the term.
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2016, Ventura County Star. A driveway in Camarillo, California (466 E. Highland Ave., Camarillo, CA) sinks and a landslide ensues engulfing the driveway within minutes.
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Hungr O, Evans SG, Bovis M, and Hutchinson JN (2001) Review of the classification of landslides of the flow type. Environmental and Engineering Geoscience VII, 221-238.
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of the displaced mass. Toppling is sometimes driven by gravity exerted by material upslope of the displaced mass and sometimes by water or ice in cracks in the mass"
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areas when sea level falls after a storm tide, or when the water level of a reservoir or even a natural lake rapidly falls. The most famous example of this is the
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Jian, Wenxing; Xu, Qiang; Yang, Hufeng; Wang, Fawu (2014-10-01). "Mechanism and failure process of Qianjiangping landslide in the Three Gorges Reservoir, China".
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event triggered landslides along the west coast of North, Central and South America that resulted in over $ 5 billion in losses. Finally, landslides triggered by
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is a very rapid to extremely rapid flow of saturated plastic debris in a channel, involving significantly greater water content relative to the source material (
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liquid. The lower boundary of displaced mass may be a surface along which appreciable differential movement has taken place or a thick zone of distributed shear
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As the landslide is a geological volume with a hidden side, morphological characteristics are extremely important in the reconstruction of the technical model.
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of rock, earth, or debris typically transport material the farthest. There is one type of landslide that is essential uniquely limited to earthquakes -
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Considerable efforts have been made to understand the triggers for landsliding in natural systems, with quite variable results. For example, working in
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or rock, leading to rapid increases in pore water pressure, and resultant landslide activity. This effect can be especially serious when the warmer
2061:. Landslides occur during earthquakes as a result of two separate but interconnected processes: seismic shaking and pore water pressure generation. 2589:
www3.interscience.wiley.com JAWRA Journal of the American Water Resources AssociationVolume 34, Issue 4, Article first published online: 8 JUN 2007
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forces in silty materials, leading to generally shallow failures (this may be an important mechanism in residual soils in tropical areas following
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evolution. As a consequence, in the description of a landslide, it can be interesting to understand in what type of climate the event occurred.
2773: 3584: 988:"In translational slides the mass displaces along a planar or undulating surface of rupture, sliding out over the original ground surface." 1924:. Whilst the example given in Figures A and B is clearly an artificial situation, the mechanics are essentially as per a real landslide. 382:
size fractions. If the weight of the particles with a diameter greater than 2 mm is less than 20%, the material will be defined as
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in the genesis of phenomena for which similar geological conditions can, in different climatic conditions, lead to totally different
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This is the most important criterion, even if uncertainties and difficulties can arise in the identification of movements, being the
164: 145: 46: 2456:"Spatiotemporal characteristics of the Huangtupo landslide in the Three Gorges region (China) constrained by radar interferometry" 3629: 171: 2612: 2523:
Coates, D. R. (1977) - Landslide prospectives. In: Landslides (D.R. Coates, Ed.) Geological Society of America, pp. 3โ€“38.
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and geological factors, as already described, can determine the development of the movement, inducing the presence of mass in
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Corominas and Moya (1999) found that the following thresholds exist for the upper basin of the Llobregat River, Eastern
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landslides". As a consequence, specific morphological contexts are referred characterised by slope evolution processes.
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process. For example, the distinction between earth and debris is usually made by comparing the percentage of coarse
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B: Diagram illustrating the resistance to, and causes of, movement in a slope system consisting of an unstable block
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A: Diagram illustrating the resistance to, and causes of, movement in a slope system consisting of an unstable block
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Hungr O, Evans SG, Bovis M, and Hutchinson JN (2001) Review of the classification of landslides of the flow type.
301:, not involving fluidisation. This excludes falls, topples, lateral spreads, and mass flows from the definition. 2193:
as the river level is declining (i.e. on the falling limb of the hydrograph) as shown in the following figures.
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Occasionally, even after detailed investigations, no trigger can be determined - this was the case in the large
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The passage of the earthquake waves through a granular material such as a soil can induce a process termed
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In traditional usage, the term landslide has at one time or another been used to cover almost all forms of
1088:"In spread, the dominant mode of movement is lateral extension accommodated by shear or tensile fractures" 3600: 2588: 2042:
response models are coupled to slope stability models to try to understand the complexity of the system
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Cruden D.M., VARNES D. J. (1996) - Landslide types and processes. In: Turner A.K.; Shuster R.L. (eds)
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Rainfall triggers a large amount of landslides principally because the rainfall drives an increase in
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Intense rain triggered widespread landslides in southern Thailand during the last week of March 2011.
84: 1237:"Extremely rapid, massive, flow-like motion of fragmented rock from a large rock slide or rock fall" 297:
Influential narrower definitions restrict landslides to slumps and translational slides in rock and
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Dunne, Thomas. Journal of the American Water Resources Association. August 1998, V. 34, NO. 4.
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is accompanied by precipitation, which both adds to the groundwater and accelerates the rate of
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are usually related to instabilities in slopes. It is usually possible to identify one or more
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Varnes D. J.: Slope movement types and processes. In: Schuster R. L. & Krizek R. J. Ed.,
2049:(or similar) models are used to try to understand the interactions of all relevant processes 2035:
response to rainfall is used to understand the conditions under which failures are initiated
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of the fractured mass of cohesive material into softer underlying material." (Varnes, 1996).
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evaluation. Furthermore, the evaluation of the age of the landslide permits to correlate the
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or of a long duration rainfall event with lower intensity, such as the cumulative effect of
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mass occurring dominantly on the surface of rupture or on relatively thin zones of intense
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Terzaghi K. - Mechanism of Landslides. In Engineering Geology (Berkel) Volume. Ed. da
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area. Without antecedent rainfall, high intensity and short duration rains triggered
1257: 1108: 934: 911: 1435: 596: 3596: 3483: 3374: 3339: 3314: 3173: 2994: 2485: 2475: 2420: 1969: 1842: 1684: 1500: 1478: 1336: 1137:) โ€“ Italy. A debris flow scar is visible on the right flank of the incised channel. 907: 475: 359:, but usually topples, lateral spreading and complex movements are added to these. 2821: 1357: 1061: 3712: 3536: 3454: 3389: 3384: 3282: 3148: 3019: 2874: 2283: 2155: 2151: 1882: 1362: 503: 269: 2547:(Fairbridge, R.W., ed.), Reinhold Book Corp., New York, pp. 688โ€“696, 1968.' 2248:
in steep mountainous terrain. They can form as a U- or V-shaped trough as local
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WP/ WLI. 1993. A suggested method for describing the activity of a landslide.
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The rainfall intensity-duration control of shallow landslides and debris flows
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In the majority of cases the main trigger of landslides is heavy or prolonged
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Complex movement is a combination of falls, topples, slides, spreads and flows
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Landslides and related phenomena. A Study of Mass Movements of Soil and Rock.
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Tomas, R.; Li, Z.; Liu, P.; Singleton, A.; Hoey, T.; Cheng, X. (2014-04-01).
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Combination in time and/or space of two or more principal types of movement
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are the terms generally used to distinguish the materials involved in the
313: 3717: 3414: 3297: 3236: 2805: 2480: 2455: 2121: 2091: 1997: 1977: 1913: 1898: 1808: 1302: 1173:โ€“ Italy. Debris flow channel scoured out by the passage of a debris flow. 1066: 467: 455: 2856: 2781: 2682: 3541: 3521: 3409: 3221: 3216: 3138: 3128: 3009: 2754: 2674: 2490: 2253: 2245: 2117: 2070: 2058: 1854: 1817: 1562: 1431: 1266: 1223: 1117: 1083: 1054: 943: 876: 846:"Secondary falls involves rock bodies already physically detached from 581: 424: 352: 152: in this article. Unsourced material may be challenged and removed. 2256:
than other locations on the slope. As the weathered bedrock turns to
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factors, physical factors and factors associated with human activity.
1018:"Rotational slides move along a surface of rupture that is curved and 3697: 3677: 3563: 3379: 3364: 2980: 2922: 2722: 2273: 2261: 2244:
Colluvium-filled bedrock hollows are the cause of many shallow earth
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often particularly complex. The main movements are falls, slides and
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and debris avalanches, the largest of which are sometimes termed
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Bulletin of the International Association of Engineering Geology
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Sp. Rep. No. 176, Nat. Acad. oi Sciences, pp. 11โ€“33, 1978.'
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process is often seen after a glacial lake outburst flood, when
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Fluidization of debris from earlier events to form debris flows;
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Landslides, analysis and control. Transportation Research Board
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variations reveal areas in the bedrock which are more prone to
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may destabilise the slope through other mechanisms, such as:
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In the evaluation of landslide susceptibility, causes of the
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soil-piping is a major cause for the landslides witnessed...
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soil-piping is a major cause for the landslides witnessed...
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or even the rainfall associated with a particularly intense
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out of the slope of a mass of soil or rock about a point or
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landslides", "landslides in plains", "hilly landslides" or "
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The second major factor in the triggering of landslides is
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Undercutting of the toe of the slope through river erosion.
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https://pubs.usgs.gov/circ/1325/pdf/Sections/Section1.pdf
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Water management (groundwater drawdown and water leakage)
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Physical characteristics of the rock (rock strength etc.)
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Destabilizing of non-lithified earth materials through
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Keefer, D.K. (1984) Landslides caused by earthquakes.
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Groundwater conditions when the river level is stable
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through the rock and soil produces a complex set of
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dating is an interesting topic in the evaluation of
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that narrower definitions exclude. For example, the
2453: 2239: 2028:and then correlated with landslide movement events 1943:In some situations, the presence of high levels of 1793:Land use (e.g. construction of roads, houses etc.) 1095:extremely slow to extremely rapid (>5 m/s) 896:- Canada. These blades of rock are about to topple 833:โ€“ Italy. Rock on a road resulting from a rock fall 256:McGraw-Hill Encyclopedia of Science and Technology 2264:fills the hollow, and the sequence starts again. 1920:push to the landslide that further decreases the 1379:, without confinement in an established channel." 259:distinguishes the following types of landslides: 3742: 2021:try to understand rainfall triggers, including: 2031:โ€ข Hydrogeological balance approaches, in which 2402: 2111:The nature of seismically-triggered landslides 1488:very rapid to extremely rapid (>5 m/s) 1386:very rapid to extremely rapid (>5 m/s) 1324:very rapid to extremely rapid (>5 m/s) 1285:โ€“ Italy. Scar and deposit of a rock avalanche. 1230: 566: 430: 329:Various scientific disciplines have developed 3761:Landslide analysis, prevention and mitigation 2613: 2559:Bulletin of the Geological Society of America 2554:Columbia Univo Press, New York, 137 pp., 1938 1885:in 1998 killed an estimated 18,000 people in 1438:flow-like movement of plastic, clayey earth." 995:extremely slow to extremely rapid (>5 m/s) 555:These criteria give particular importance to 541: 2627: 524: 485: 423:range is connected to the different type of 2533:. Transp Res Board, Spec Rep 247, pp 36โ€“75. 2323: 1305:is a very rapid to extremely rapid flow of 591: 490:This represent a fundamental factor of the 61:Learn how and when to remove these messages 2620: 2606: 1082:soil or rock mass combined with a general 415:This factor has a great importance in the 2489: 2479: 2332: 446:is a fundamental element for any kind of 324: 230:Learn how and when to remove this message 212:Learn how and when to remove this message 110:Learn how and when to remove this message 2538:Environmental and Engineering Geoscience 2531:Landslides: Investigation and Mitigation 2303: 2301: 2299: 2203: 2195: 1934: 1926: 1537: 1529: 1410: 1356: 1272: 1164: 1152: 1140: 1128: 1078:"Spread is defined as an extension of a 1060: 972: 887: 824: 595: 410: 397: 362: 2316: 2314: 2090:accelerations. This process is termed ' 1829:of the materials within the landslide. 977:Location: Canada. A rock slide deposit. 498:. Bedding attitude and the presence of 342: 14: 3743: 2045:โ€ข Numerical slope modelling, in which 1265:Vibration, undercutting, differential 1222:Vibration, undercutting, differential 1116:Vibration, undercutting, differential 981: 942:Vibration, undercutting, differential 875:Vibration, undercutting, differential 550: 2601: 2543:Hutchinson J. N.: Mass Movement. In: 2380: 2358: 2352: 2296: 2183: 2016:(mmยทh), D is duration of rainfall (h) 1765:Ground water changes (rapid drawdown) 760: 618: 249:. Broad definitions include forms of 2311: 2154:. An example of a lahar was seen at 2136: 1716:Discontinuity factors (dip spacing, 1638:Adversely orientated discontinuities 1571: 1011: 956:"A slide is a downslope movement of 150:adding citations to reliable sources 121: 67: 26: 2381:Jacob, Jeemon (September 5, 2019). 2359:Jacob, Jeemon (September 5, 2019). 2080:that effectively act to change the 1519: 1352: 1065:A large, rotational landslide near 1007:Discontinuities, geological setting 24: 2520:. Geografiska Annaler, 62A, 23โ€“27. 2510: 2064: 470:age are connected with particular 25: 3782: 3771:Classification systems by subject 2638:Offshore geotechnical engineering 2573:The Geological Society of America 2545:The Encyclopedia of Geomorphology 2460:Geophysical Journal International 1029:extremely slow to extremely rapid 921:extremely slow to extremely rapid 517:B3) Morphological characteristics 442:. The knowledge of the landslide 42:This article has multiple issues. 2929: 2917: 2905: 2893: 2881: 2869: 2855: 2845: 2828: 2816: 2804: 2792: 2780: 2768: 2746: 2717: 2705: 2693: 2681: 2669: 2240:Colluvium-filled bedrock hollows 2000:and shallow slides developed in 1576: 1289: 1191: 126: 72: 31: 2098: 1861:conditions that are important. 1226:, excavation, or stream erosion 1120:, excavation, or stream erosion 1057:, excavation, or stream erosion 946:, excavation, or stream erosion 879:, excavation, or stream erosion 393: 137:needs additional citations for 50:or discuss these issues on the 2447: 2396: 2374: 2341: 2213:It can also be significant in 1980:, Larsen and Simon found that 1731:Seismic activity (earthquakes) 1591:format but may read better as 1294: 1269:, excavation or stream erosion 386:; in the opposite case, it is 242:There have been known various 81:This article needs editing to 13: 1: 3288:Mechanically stabilized earth 2289: 2167:In many cold mountain areas, 2052: 1635:Jointed or fissured materials 1423: 1149:โ€“ Italy. Debris flow deposits 1053:, undercutting, differential 290:rockslide that develops into 3040:Hydraulic conductivity tests 2405:Environmental Earth Sciences 2383:"Kerala's man-made disaster" 2361:"Kerala's man-made disaster" 2142:there are two main types of 1196: 1188:(Cruden & Varnes, 1996) 857:from very to extremely rapid 7: 3601:Stress distribution in soil 2267: 2162: 1832: 1445:slow to rapid (>1.8 m/h) 1231:Rock avalanche (Sturzstrom) 1161:โ€“ Italy. Debris flow damage 567:B7) Causes of the movements 454:to specific conditions, as 431:B1) The age of the movement 10: 3787: 2751:Pore pressure measurement 1678:Erosion of lateral margins 1466: 1073: 883: 850:and merely lodged upon it" 542:B5) Topographical criteria 161:"Landslide classification" 3658: 3613: 3512: 3504:Preconsolidation pressure 3476: 3467: 3440: 3260: 3209: 3196: 3111: 3065: 3056: 2979: 2899:Standard penetration test 2657: 2644: 2635: 2425:10.1007/s12665-014-3205-x 2225: 2012:where: I is the rainfall 1752:Hydrogeological factors: 1708:Slope aspect and gradient 1561:Landslide causes include 1556: 1035:slope angle 20โ€“40 degrees 1001:slope angle 20-45 degrees 950: 927:slope angle 45โ€“90 degrees 902:"Toppling is the forward 863:slope angle 45โ€“90 degrees 795: 792: 787: 746: 701: 672: 658: 644: 629: 621: 525:B4) Geographical location 486:B2) Geological conditions 466:areas, landslides of the 312:causes and one landslide 3000:California bearing ratio 2798:Rotary-pressure sounding 2629:Geotechnical engineering 2582:, No. 47, pp. 53โ€“57 1768:Soil pore water pressure 1407:High intensity rainfalls 1124: 820: 592:Types and classification 83:comply with Knowledge's 3420:Geosynthetic clay liner 3395:Expanded clay aggregate 3015:Proctor compaction test 2956:Crosshole sonic logging 2942:Nuclear densometer test 2699:Geo-electrical sounding 2591:(registration required) 1873:tracked across central 1762:Prolonged precipitation 1600:converting this section 1419:โ€“ Italy. An earth flow. 1348:High intensity rainfall 1135:Castellammare di Stabia 3683:Earthquake engineering 3494:Lateral earth pressure 3119:Hydraulic conductivity 2970:Wave equation analysis 2949:Exploration geophysics 2841:Deformation monitoring 2810:Rotary weight sounding 2210: 2201: 1940: 1932: 1647:Rainfall and snow fall 1641:Permeability contrasts 1553: 1535: 1434:is a rapid or slower, 1420: 1366: 1286: 1174: 1162: 1150: 1138: 1070: 978: 897: 834: 601: 458:or periods of intense 403: 325:Classification factors 263:fall (by undercutting) 2861:Settlement recordings 2786:Rock control drilling 2687:Cone penetration test 2207: 2199: 1938: 1930: 1865:event for example in 1738:Physical weathering: 1550: 1533: 1414: 1381:(Hungr et al., 2001) 1360: 1276: 1168: 1156: 1144: 1132: 1064: 976: 891: 828: 793:Complex and compound 640:Predominantly coarse 599: 547:characteristic type. 411:A4) Movement velocity 401: 363:A2) Involved material 3723:Agricultural science 3425:Cellular confinement 2279:Landslide mitigation 1816:associated with the 1796:Mining and quarrying 1712:Geological factors: 1681:Subterranean erosion 1655:Morphological causes 1483:(Hungr et al.,2001) 1440:(Hungr et al.,2001) 1361:Debris avalanche in 1319:(Hungr et al.,2001) 1283:Sorrentine Peninsula 894:Jasper National Park 343:A1) Type of movement 306:causes of landslides 146:improve this article 18:Causes of landslides 3615:Numerical analysis 3499:Overburden pressure 3489:Pore water pressure 3269:Shoring structures 3144:Reynolds' dilatancy 3045:Water content tests 3030:Triaxial shear test 2990:Soil classification 2963:Pile integrity test 2472:2014GeoJI.197..213T 2417:2014EES....72.2999J 2069:The passage of the 2040:pore water pressure 2033:pore water pressure 1906:pore water pressure 1859:pore water pressure 1805:Aoraki / Mount Cook 1727:Tectonic activity: 1629:Weathered materials 1494:angle 20โ€“45 degrees 1392:angle 20โ€“45 degrees 1330:angle 20โ€“45 degrees 1250:angle 45โ€“90 degrees 1216:angle 45โ€“90 degrees 1133:Location: Pozzano ( 1101:angle 45โ€“90 degrees 982:Translational slide 852:(Hutchinson, 1988) 637:Predominantly fine 551:B6) Type of climate 244:classifications of 92:improve the content 3590:Slab stabilisation 3570:Stability analysis 2481:10.1093/gji/ggu017 2211: 2202: 2184:Water-level change 2144:volcanic landslide 2026:evapotranspiration 2009:I = 14.82 D - 0.39 1941: 1933: 1916:flow to provide a 1644:Material contrasts 1632:Sheared materials 1602:, if appropriate. 1554: 1536: 1454:angle 5โ€“25 degrees 1421: 1367: 1287: 1175: 1163: 1151: 1139: 1071: 979: 898: 835: 721:Debris block slide 630:Engineering soils 602: 600:Types of landslide 404: 402:Landslide activity 266:fall (by toppling) 3738: 3737: 3609: 3608: 3585:Sliding criterion 3547:Response spectrum 3463: 3462: 3293:Pressure grouting 3192: 3191: 3052: 3051: 3005:Direct shear test 2711:Permeability test 2575:~ New York, 1950. 2516:Caine, N., 1980. 2137:Volcanic activity 1734:Volcanic eruption 1720:, dip and length) 1692:Vegetation change 1624:Geological causes 1621: 1620: 1548: 1258:lithostratigraphy 1256:Discontinuities, 1109:lithostratigraphy 1107:Discontinuities, 1012:Rotational slides 935:lithostratigraphy 933:Discontinuities, 912:centre of gravity 844:Secondary falls: 800: 799: 780:Debris avalanche 716:Earth block slide 622:Type of material 619:Type of movement 240: 239: 232: 222: 221: 214: 196: 120: 119: 112: 65: 16:(Redirected from 3778: 3766:Causes of events 3597:Bearing capacity 3484:Effective stress 3474: 3473: 3375:Land reclamation 3315:Land development 3210:Natural features 3207: 3206: 3174:Specific storage 3063: 3062: 2995:Atterberg limits 2933: 2921: 2909: 2897: 2885: 2873: 2859: 2849: 2834:Screw plate test 2832: 2820: 2808: 2796: 2784: 2772: 2750: 2721: 2709: 2697: 2685: 2673: 2655: 2654: 2622: 2615: 2608: 2599: 2598: 2550:Harpe C. F. S.: 2504: 2503: 2493: 2483: 2451: 2445: 2444: 2411:(8): 2999โ€“3013. 2400: 2394: 2393: 2378: 2372: 2371: 2356: 2350: 2345: 2339: 2336: 2330: 2327: 2321: 2318: 2309: 2305: 2152:sector collapses 1843:tropical cyclone 1756:Intense rainfall 1685:Internal erosion 1616: 1613: 1607: 1598:You can help by 1580: 1579: 1572: 1549: 1520:Complex movement 1498:Control factor: 1479:Plasticity index 1458:Control factor: 1396:Control factor: 1353:Debris avalanche 1334:Control factor: 1254:Control factor: 1105:Control factor: 1039:Control factor: 1005:Control factor: 931:Control factor: 867:Control factor: 841:(Varnes, 1996). 747:Lateral spreads 711:Rock block slide 616: 615: 476:geomorphological 235: 228: 217: 210: 206: 203: 197: 195: 154: 130: 122: 115: 108: 104: 101: 95: 76: 75: 68: 57: 35: 34: 27: 21: 3786: 3785: 3781: 3780: 3779: 3777: 3776: 3775: 3741: 3740: 3739: 3734: 3713:Earth materials 3654: 3616: 3605: 3514: 3508: 3459: 3436: 3390:Earth structure 3385:Erosion control 3283:Ground freezing 3273:Retaining walls 3256: 3198: 3188: 3149:Angle of repose 3107: 3048: 2982: 2975: 2974: 2935:Visible bedrock 2887:Simple sounding 2875:Shear vane test 2651:instrumentation 2650: 2648: 2640: 2631: 2626: 2513: 2511:Further reading 2508: 2507: 2452: 2448: 2401: 2397: 2379: 2375: 2357: 2353: 2346: 2342: 2337: 2333: 2328: 2324: 2319: 2312: 2306: 2297: 2292: 2284:David J. Varnes 2270: 2242: 2228: 2186: 2165: 2156:Mount St Helens 2139: 2113: 2101: 2067: 2065:Seismic shaking 2055: 1883:Hurricane Mitch 1835: 1759:Rapid snow melt 1700:Physical causes 1675:Glacial erosion 1669:Fluvial erosion 1617: 1611: 1608: 1597: 1581: 1577: 1559: 1538: 1522: 1512:High intensity 1492:Type of slope: 1469: 1449:Type of slope: 1426: 1390:Type of slope: 1363:Auckland Region 1355: 1328:Type of slope: 1297: 1292: 1248:Type of slope: 1244:extremely rapid 1233: 1214:Type of slope: 1205:(Varnes, 1978) 1199: 1194: 1127: 1099:Type of slope: 1090:(Varnes, 1978) 1076: 1041:morphology and 1033:Type of slope: 1024:(Varnes, 1996) 1014: 999:Type of slope: 990:(Varnes, 1996) 984: 970:(Varnes, 1996) 953: 925:Type of slope: 916:(Varnes, 1996) 886: 869:Discontinuities 861:Type of slope: 823: 775:Rock avalanche 594: 569: 553: 544: 527: 519: 500:discontinuities 494:evolution of a 488: 433: 413: 396: 365: 345: 327: 287:, mountain side 236: 225: 224: 223: 218: 207: 201: 198: 155: 153: 143: 131: 116: 105: 99: 96: 89: 85:Manual of Style 77: 73: 36: 32: 23: 22: 15: 12: 11: 5: 3784: 3774: 3773: 3768: 3763: 3758: 3753: 3736: 3735: 3733: 3732: 3731: 3730: 3720: 3715: 3710: 3705: 3700: 3695: 3690: 3685: 3680: 3675: 3670: 3664: 3662: 3660:Related fields 3656: 3655: 3653: 3652: 3647: 3642: 3637: 3632: 3627: 3621: 3619: 3611: 3610: 3607: 3606: 3604: 3603: 3594: 3593: 3592: 3587: 3582: 3580:Classification 3577: 3572: 3561: 3560: 3559: 3554: 3552:Seismic hazard 3549: 3539: 3534: 3529: 3524: 3518: 3516: 3510: 3509: 3507: 3506: 3501: 3496: 3491: 3486: 3480: 3478: 3471: 3465: 3464: 3461: 3460: 3458: 3457: 3452: 3446: 3444: 3438: 3437: 3435: 3434: 3429: 3428: 3427: 3422: 3417: 3412: 3402: 3397: 3392: 3387: 3382: 3377: 3372: 3367: 3362: 3357: 3352: 3347: 3342: 3337: 3332: 3327: 3322: 3317: 3312: 3311: 3310: 3305: 3300: 3295: 3290: 3285: 3280: 3275: 3266: 3264: 3258: 3257: 3255: 3254: 3249: 3244: 3239: 3234: 3229: 3224: 3219: 3213: 3211: 3204: 3194: 3193: 3190: 3189: 3187: 3186: 3181: 3179:Shear strength 3176: 3171: 3166: 3161: 3156: 3154:Friction angle 3151: 3146: 3141: 3136: 3131: 3126: 3121: 3115: 3113: 3109: 3108: 3106: 3105: 3100: 3095: 3090: 3085: 3080: 3075: 3069: 3067: 3060: 3054: 3053: 3050: 3049: 3047: 3042: 3037: 3035:Oedometer test 3032: 3027: 3025:Sieve analysis 3022: 3017: 3012: 3007: 3002: 2997: 2992: 2987: 2985: 2977: 2976: 2973: 2972: 2966: 2965: 2959: 2958: 2952: 2951: 2945: 2944: 2938: 2937: 2926: 2925: 2914: 2913: 2911:Total sounding 2902: 2901: 2890: 2889: 2878: 2877: 2866: 2865: 2864: 2863: 2853: 2837: 2836: 2825: 2824: 2813: 2812: 2801: 2800: 2789: 2788: 2777: 2776: 2765: 2764: 2763: 2762: 2757: 2743: 2742: 2741: 2740: 2735: 2730: 2714: 2713: 2702: 2701: 2690: 2689: 2678: 2677: 2666: 2665: 2663: 2652: 2642: 2641: 2636: 2633: 2632: 2625: 2624: 2617: 2610: 2602: 2596: 2595: 2592: 2586: 2583: 2576: 2569: 2562: 2555: 2548: 2541: 2540:VII, 221โ€“238.' 2534: 2527: 2524: 2521: 2512: 2509: 2506: 2505: 2466:(1): 213โ€“232. 2446: 2395: 2373: 2351: 2340: 2331: 2322: 2310: 2294: 2293: 2291: 2288: 2287: 2286: 2281: 2276: 2269: 2266: 2241: 2238: 2227: 2224: 2185: 2182: 2164: 2161: 2138: 2135: 2112: 2109: 2100: 2097: 2066: 2063: 2054: 2051: 2047:finite element 1974: 1973: 1966: 1963: 1952: 1834: 1831: 1827:shear strength 1801: 1800: 1797: 1794: 1791: 1788: 1785: 1782: 1773: 1772: 1771:Surface runoff 1769: 1766: 1763: 1760: 1757: 1750: 1749: 1746: 1743: 1736: 1735: 1732: 1725: 1724: 1721: 1710: 1709: 1697: 1696: 1693: 1690: 1687: 1682: 1679: 1676: 1673: 1670: 1667: 1664: 1661: 1652: 1651: 1648: 1645: 1642: 1639: 1636: 1633: 1630: 1619: 1618: 1584: 1582: 1575: 1558: 1555: 1521: 1518: 1468: 1465: 1425: 1422: 1354: 1351: 1296: 1293: 1291: 1288: 1239:(Hungr, 2001) 1232: 1229: 1210:extremely slow 1198: 1195: 1193: 1190: 1126: 1123: 1075: 1072: 1013: 1010: 983: 980: 952: 949: 885: 882: 822: 819: 798: 797: 794: 790: 789: 786: 782: 781: 778: 776: 772: 771: 768: 765: 762: 758: 757: 756:Debris spread 754: 751: 748: 744: 743: 738: 733: 728: 724: 723: 718: 713: 708: 705: 699: 698: 693: 688: 683: 681: 676: 670: 669: 668:Debris topple 666: 663: 660: 656: 655: 652: 649: 646: 642: 641: 638: 635: 632: 631: 628: 624: 623: 620: 593: 590: 568: 565: 552: 549: 543: 540: 526: 523: 518: 515: 487: 484: 432: 429: 419:evaluation. A 412: 409: 395: 392: 364: 361: 344: 341: 326: 323: 295: 294: 292:rock avalanche 288: 282: 277: 272: 267: 264: 238: 237: 220: 219: 134: 132: 125: 118: 117: 80: 78: 71: 66: 40: 39: 37: 30: 9: 6: 4: 3: 2: 3783: 3772: 3769: 3767: 3764: 3762: 3759: 3757: 3756:Sedimentology 3754: 3752: 3751:Geomorphology 3749: 3748: 3746: 3729: 3726: 3725: 3724: 3721: 3719: 3716: 3714: 3711: 3709: 3706: 3704: 3701: 3699: 3696: 3694: 3691: 3689: 3688:Geomorphology 3686: 3684: 3681: 3679: 3676: 3674: 3671: 3669: 3666: 3665: 3663: 3661: 3657: 3651: 3648: 3646: 3643: 3641: 3638: 3636: 3633: 3631: 3628: 3626: 3623: 3622: 3620: 3618: 3612: 3602: 3598: 3595: 3591: 3588: 3586: 3583: 3581: 3578: 3576: 3573: 3571: 3568: 3567: 3565: 3562: 3558: 3555: 3553: 3550: 3548: 3545: 3544: 3543: 3540: 3538: 3535: 3533: 3532:Consolidation 3530: 3528: 3527:Frost heaving 3525: 3523: 3520: 3519: 3517: 3511: 3505: 3502: 3500: 3497: 3495: 3492: 3490: 3487: 3485: 3482: 3481: 3479: 3475: 3472: 3470: 3466: 3456: 3453: 3451: 3448: 3447: 3445: 3443: 3439: 3433: 3430: 3426: 3423: 3421: 3418: 3416: 3413: 3411: 3408: 3407: 3406: 3405:Geosynthetics 3403: 3401: 3400:Crushed stone 3398: 3396: 3393: 3391: 3388: 3386: 3383: 3381: 3378: 3376: 3373: 3371: 3368: 3366: 3363: 3361: 3358: 3356: 3355:Cut-and-cover 3353: 3351: 3348: 3346: 3343: 3341: 3338: 3336: 3333: 3331: 3328: 3326: 3323: 3321: 3318: 3316: 3313: 3309: 3306: 3304: 3301: 3299: 3296: 3294: 3291: 3289: 3286: 3284: 3281: 3279: 3276: 3274: 3271: 3270: 3268: 3267: 3265: 3263: 3259: 3253: 3250: 3248: 3245: 3243: 3240: 3238: 3235: 3233: 3230: 3228: 3225: 3223: 3220: 3218: 3215: 3214: 3212: 3208: 3205: 3202: 3195: 3185: 3182: 3180: 3177: 3175: 3172: 3170: 3167: 3165: 3162: 3160: 3157: 3155: 3152: 3150: 3147: 3145: 3142: 3140: 3137: 3135: 3132: 3130: 3127: 3125: 3124:Water content 3122: 3120: 3117: 3116: 3114: 3110: 3104: 3101: 3099: 3096: 3094: 3091: 3089: 3086: 3084: 3081: 3079: 3076: 3074: 3071: 3070: 3068: 3064: 3061: 3059: 3055: 3046: 3043: 3041: 3038: 3036: 3033: 3031: 3028: 3026: 3023: 3021: 3018: 3016: 3013: 3011: 3008: 3006: 3003: 3001: 2998: 2996: 2993: 2991: 2988: 2986: 2984: 2978: 2971: 2968: 2967: 2964: 2961: 2960: 2957: 2954: 2953: 2950: 2947: 2946: 2943: 2940: 2939: 2936: 2932: 2928: 2927: 2924: 2920: 2916: 2915: 2912: 2908: 2904: 2903: 2900: 2896: 2892: 2891: 2888: 2884: 2880: 2879: 2876: 2872: 2868: 2867: 2862: 2858: 2854: 2852: 2848: 2844: 2843: 2842: 2839: 2838: 2835: 2831: 2827: 2826: 2823: 2822:Sample series 2819: 2815: 2814: 2811: 2807: 2803: 2802: 2799: 2795: 2791: 2790: 2787: 2783: 2779: 2778: 2775: 2771: 2767: 2766: 2761: 2758: 2756: 2753: 2752: 2749: 2745: 2744: 2739: 2736: 2734: 2731: 2729: 2726: 2725: 2724: 2720: 2716: 2715: 2712: 2708: 2704: 2703: 2700: 2696: 2692: 2691: 2688: 2684: 2680: 2679: 2676: 2672: 2668: 2667: 2664: 2661: 2656: 2653: 2647: 2646:Investigation 2643: 2639: 2634: 2630: 2623: 2618: 2616: 2611: 2609: 2604: 2603: 2600: 2593: 2590: 2587: 2584: 2581: 2577: 2574: 2570: 2567: 2563: 2560: 2556: 2553: 2549: 2546: 2542: 2539: 2535: 2532: 2528: 2525: 2522: 2519: 2515: 2514: 2501: 2497: 2492: 2487: 2482: 2477: 2473: 2469: 2465: 2461: 2457: 2450: 2442: 2438: 2434: 2430: 2426: 2422: 2418: 2414: 2410: 2406: 2399: 2392: 2388: 2384: 2377: 2370: 2366: 2362: 2355: 2349: 2344: 2335: 2326: 2317: 2315: 2304: 2302: 2300: 2295: 2285: 2282: 2280: 2277: 2275: 2272: 2271: 2265: 2263: 2259: 2255: 2251: 2247: 2237: 2234: 2223: 2220: 2216: 2206: 2198: 2194: 2192: 2181: 2179: 2175: 2170: 2160: 2157: 2153: 2149: 2145: 2134: 2131: 2127: 2123: 2119: 2108: 2106: 2096: 2093: 2088: 2083: 2082:gravitational 2079: 2078:accelerations 2075: 2072: 2062: 2060: 2050: 2048: 2043: 2041: 2036: 2034: 2029: 2027: 2022: 2018: 2017: 2015: 2010: 2006: 2003: 1999: 1995: 1990: 1988: 1983: 1979: 1971: 1967: 1964: 1961: 1960:deforestation 1957: 1953: 1950: 1949: 1948: 1946: 1937: 1929: 1925: 1923: 1919: 1915: 1911: 1907: 1902: 1900: 1896: 1892: 1888: 1884: 1880: 1876: 1872: 1868: 1862: 1860: 1856: 1852: 1848: 1844: 1840: 1830: 1828: 1824: 1823:normal stress 1819: 1815: 1810: 1807:landslide in 1806: 1798: 1795: 1792: 1789: 1786: 1783: 1781:Deforestation 1780: 1779: 1778: 1777: 1770: 1767: 1764: 1761: 1758: 1755: 1754: 1753: 1747: 1744: 1741: 1740: 1739: 1733: 1730: 1729: 1728: 1722: 1719: 1715: 1714: 1713: 1707: 1706: 1705: 1702: 1701: 1694: 1691: 1689:Slope loading 1688: 1686: 1683: 1680: 1677: 1674: 1671: 1668: 1665: 1662: 1659: 1658: 1657: 1656: 1649: 1646: 1643: 1640: 1637: 1634: 1631: 1628: 1627: 1626: 1625: 1615: 1612:February 2016 1606:is available. 1605: 1601: 1595: 1594: 1590: 1585:This section 1583: 1574: 1573: 1570: 1568: 1567:morphological 1564: 1532: 1528: 1527: 1524:Description: 1517: 1516: 1515: 1508: 1507: 1506:, water flows 1505: 1502: 1496: 1495: 1490: 1489: 1484: 1482: 1480: 1476: 1471:Description: 1464: 1463: 1462: 1456: 1455: 1453: 1447: 1446: 1441: 1439: 1437: 1433: 1428:Description: 1418: 1413: 1409: 1408: 1403: 1402: 1401: 1394: 1393: 1388: 1387: 1382: 1380: 1378: 1374: 1369:Description: 1365:, New Zealand 1364: 1359: 1350: 1349: 1344: 1343: 1342:, water flows 1341: 1338: 1332: 1331: 1326: 1325: 1320: 1318: 1316: 1312: 1308: 1304: 1299:Description: 1290:Flows in soil 1284: 1280: 1275: 1271: 1270: 1268: 1261: 1260: 1259: 1252: 1251: 1246: 1245: 1240: 1238: 1235:Description: 1228: 1227: 1225: 1218: 1217: 1212: 1211: 1206: 1204: 1201:Description: 1192:Flows in rock 1189: 1187: 1185: 1181: 1172: 1167: 1160: 1155: 1148: 1143: 1136: 1131: 1122: 1121: 1119: 1112: 1111: 1110: 1103: 1102: 1097: 1096: 1091: 1089: 1085: 1081: 1068: 1063: 1059: 1058: 1056: 1052: 1046: 1045: 1044: 1037: 1036: 1031: 1030: 1025: 1023: 1021: 1016:Description: 1009: 1008: 1003: 1002: 997: 996: 991: 989: 986:Description: 975: 971: 969: 967: 963: 959: 948: 947: 945: 938: 937: 936: 929: 928: 923: 922: 917: 915: 913: 909: 905: 900:Description: 895: 890: 881: 880: 878: 871: 870: 865: 864: 859: 858: 853: 851: 849: 842: 840: 837:Description: 832: 831:Castelmezzano 827: 818: 815: 812: 810: 804: 791: 788:(Soil creep) 785:(Deep creep) 784: 783: 779: 777: 774: 773: 769: 766: 763: 759: 755: 753:Earth spread 752: 749: 745: 742: 739: 737: 734: 732: 729: 726: 725: 722: 719: 717: 714: 712: 709: 706: 704: 703:Translational 700: 697: 694: 692: 689: 687: 684: 682: 680: 677: 675: 671: 667: 665:Earth topple 664: 661: 657: 653: 650: 647: 643: 639: 636: 634: 633: 626: 625: 617: 614: 611: 608:of rocks and 607: 606:mass movement 598: 589: 587: 583: 579: 574: 564: 562: 561:morphological 558: 548: 539: 537: 533: 522: 514: 512: 511:morphogenesis 509: 505: 501: 497: 493: 492:morphological 483: 481: 477: 473: 469: 465: 461: 457: 453: 449: 448:probabilistic 445: 441: 437: 428: 426: 422: 418: 408: 400: 391: 389: 385: 381: 377: 373: 369: 360: 358: 354: 350: 340: 337: 332: 322: 319: 315: 311: 307: 302: 300: 293: 289: 286: 283: 281: 278: 276: 273: 271: 268: 265: 262: 261: 260: 258: 257: 252: 251:mass movement 248: 247: 234: 231: 216: 213: 205: 202:November 2007 194: 191: 187: 184: 180: 177: 173: 170: 166: 163: โ€“  162: 158: 157:Find sources: 151: 147: 141: 140: 135:This article 133: 129: 124: 123: 114: 111: 103: 100:February 2020 93: 88: 86: 79: 70: 69: 64: 62: 55: 54: 49: 48: 43: 38: 29: 28: 19: 3708:Biogeography 3703:Hydrogeology 3693:Soil science 3673:Geochemistry 3579: 3432:Infiltration 3360:Cut and fill 3303:Soil nailing 3169:Permeability 3134:Bulk density 2851:Inclinometer 2774:Ram sounding 2659: 2579: 2572: 2565: 2558: 2551: 2544: 2537: 2530: 2517: 2463: 2459: 2449: 2408: 2404: 2398: 2390: 2386: 2376: 2368: 2364: 2354: 2343: 2334: 2325: 2243: 2229: 2212: 2187: 2166: 2140: 2130:liquefaction 2122:debris flows 2114: 2105:liquefaction 2102: 2099:Liquefaction 2068: 2056: 2044: 2037: 2030: 2023: 2019: 2011: 2008: 2007: 1998:debris flows 1991: 1975: 1942: 1903: 1863: 1853:rainfall in 1847:thunderstorm 1836: 1802: 1776:Human causes 1775: 1774: 1751: 1748:Soil erosion 1737: 1726: 1711: 1704:Topography: 1703: 1699: 1698: 1672:Wave erosion 1654: 1653: 1623: 1622: 1609: 1604:Editing help 1586: 1560: 1525: 1523: 1511: 1509: 1499: 1497: 1493: 1491: 1487: 1485: 1472: 1470: 1459: 1457: 1450: 1448: 1444: 1442: 1436:intermittent 1429: 1427: 1417:Castelfranci 1406: 1404: 1398:morphology, 1397: 1395: 1391: 1389: 1385: 1383: 1370: 1368: 1347: 1345: 1335: 1333: 1329: 1327: 1323: 1321: 1309:non-plastic 1300: 1298: 1264: 1262: 1255: 1253: 1249: 1247: 1243: 1241: 1236: 1234: 1221: 1219: 1215: 1213: 1209: 1207: 1202: 1200: 1179: 1177: 1176: 1115: 1113: 1106: 1104: 1100: 1098: 1094: 1092: 1087: 1077: 1049: 1047: 1040: 1038: 1034: 1032: 1028: 1026: 1017: 1015: 1006: 1004: 1000: 998: 994: 992: 987: 985: 966:shear strain 955: 954: 941: 939: 932: 930: 926: 924: 920: 918: 901: 899: 874: 872: 868: 866: 862: 860: 856: 854: 845: 843: 838: 836: 816: 813: 805: 801: 770:Debris flow 750:Rock spread 741:Debris slide 740: 735: 730: 720: 715: 710: 702: 696:Debris slump 695: 690: 685: 678: 673: 662:Rock topple 654:Debris fall 603: 578:shear stress 570: 554: 545: 528: 520: 506:control the 489: 482:conditions. 434: 414: 405: 394:A3) Activity 387: 383: 370:, earth and 366: 346: 328: 305: 303: 296: 254: 243: 241: 226: 208: 199: 189: 182: 175: 168: 156: 144:Please help 139:verification 136: 106: 97: 90:Please help 82: 58: 51: 45: 44:Please help 41: 3718:Archaeology 3442:Foundations 3415:Geomembrane 3298:Slurry wall 3237:Water table 3201:Interaction 3197:Structures 3184:Sensitivity 2981:Laboratory 2561:95, 406-421 2491:10045/36409 2387:India Today 2365:India Today 2118:earth flows 2092:topographic 1978:Puerto Rico 1970:soil-piping 1914:groundwater 1908:within the 1899:El Salvador 1809:New Zealand 1745:Freeze-thaw 1660:Slope angle 1650:Earthquakes 1375:on a steep 1313:in a steep 1303:Debris flow 1295:Debris flow 1067:Cusco, Peru 767:Earth flow 736:Earth slide 727:Many units 691:Earth slump 651:Earth fall 468:Pleistocene 456:earthquakes 3745:Categories 3575:Mitigation 3557:Shear wave 3542:Earthquake 3537:Compaction 3522:Permafrost 3513:Phenomena/ 3410:Geotextile 3335:Embankment 3325:Excavation 3262:Earthworks 3222:Vegetation 3217:Topography 3139:Thixotropy 3129:Void ratio 3112:Properties 3010:Hydrometer 2755:Piezometer 2675:Core drill 2290:References 2254:weathering 2246:landslides 2126:avalanches 2071:earthquake 2059:seismicity 2053:Seismicity 1855:South Asia 1818:weathering 1784:Excavation 1563:geological 1481:> 5%)." 1432:Earth flow 1424:Earth flow 1415:Location: 1277:Location: 1267:weathering 1224:weathering 1169:Location: 1157:Location: 1145:Location: 1118:weathering 1084:subsidence 1055:weathering 944:weathering 910:below the 892:Location: 877:weathering 829:Location: 764:Rock flow 731:Rock slide 707:Few units 686:Rock slump 679:Rotational 582:Structural 425:landslides 353:landslides 349:mechanisms 246:landslides 172:newspapers 47:improve it 3698:Hydrology 3678:Petrology 3566:analysis 3564:Landslide 3469:Mechanics 3380:Track bed 3365:Fill dirt 3350:Terracing 2923:Trial pit 2738:Statnamic 2723:Load test 2500:0956-540X 2441:129879985 2433:1866-6280 2274:Landslide 2262:colluvium 2014:intensity 2002:colluvium 1922:stability 1918:hydraulic 1895:Guatemala 1891:Nicaragua 1867:Sri Lanka 1799:Vibration 1565:factors, 1504:sediments 1461:lithology 1340:sediments 1307:saturated 1197:Rock Flow 1051:Vibration 1043:lithology 648:Rockfall 588:freedom. 586:kinematic 444:frequency 436:Landslide 376:landslide 336:landslide 331:taxonomic 310:landslide 285:sinkholes 280:earthflow 275:rockslide 53:talk page 3728:Agrology 3617:software 3515:problems 3345:Causeway 3320:Landfill 3247:Subgrade 3164:Porosity 3159:Cohesion 2268:See also 2209:collapse 2169:snowmelt 2163:Snowmelt 1994:Pyrenees 1954:Loss of 1887:Honduras 1839:rainfall 1833:Rainfall 1814:strength 1718:asperity 1514:rainfall 1510:Causes: 1405:Causes: 1400:regolith 1346:Causes: 1279:Positano 1263:Causes: 1220:Causes: 1159:Quindici 1147:Quindici 1114:Causes: 1080:cohesive 1069:in 2018. 1048:Causes: 940:Causes: 904:rotation 873:Causes: 809:regolith 659:Topples 627:Bedrock 610:regolith 573:triggers 480:climatic 472:tectonic 421:velocity 351:of some 299:regolith 3668:Geology 3640:SVSlope 3450:Shallow 3370:Grading 3308:Tieback 3252:Subsoil 3242:Bedrock 3232:Topsoil 3227:Terrain 3020:R-value 2983:testing 2733:Dynamic 2660:in situ 2658:Field ( 2468:Bibcode 2413:Bibcode 2250:bedrock 2215:coastal 2178:thawing 2174:weather 2087:inertia 1987:Jamaica 1956:suction 1879:El Nino 1871:monsoon 1851:monsoon 1787:Loading 1742:Thawing 1695:Erosion 1666:Rebound 1552:people. 1501:torrent 1486:Speed: 1475:Mudflow 1467:Mudflow 1443:Speed: 1384:Speed: 1337:torrent 1322:Speed: 1315:channel 1242:Speed: 1208:Speed: 1184:viscous 1093:Speed: 1074:Spreads 1027:Speed: 1020:concave 993:Speed: 919:Speed: 884:Topples 855:Speed: 557:climate 452:trigger 314:trigger 186:scholar 3650:Plaxis 3645:UTEXAS 3635:SVFlux 3625:SEEP2D 3477:Forces 3330:Trench 3278:Gabion 3088:Gravel 2728:Static 2498:  2439:  2431:  2226:Rivers 2219:Vajont 2148:lahars 2124:, and 1982:storms 1663:Uplift 1587:is in 1557:Causes 1373:debris 1311:debris 951:Slides 761:Flows 674:Slides 645:Falls 532:alpine 504:faults 464:Alpine 440:hazard 417:hazard 388:debris 372:debris 188:  181:  174:  167:  159:  3630:STABL 3103:Loess 3066:Types 2437:S2CID 2308:1978. 2191:flood 2074:waves 1945:fluid 1875:Nepal 1593:prose 1452:slope 1377:slope 1171:Sarno 1125:Flows 848:cliff 821:Falls 536:cliff 508:slope 496:slope 460:rains 384:earth 380:grain 357:flows 318:slope 270:slump 193:JSTOR 179:books 3455:Deep 3098:Loam 3093:Peat 3083:Sand 3078:Silt 3073:Clay 3058:Soil 2760:Well 2496:ISSN 2429:ISSN 2258:soil 1910:soil 1897:and 1589:list 1180:flow 962:rock 958:soil 908:axis 478:and 368:Rock 304:The 165:news 3340:Cut 2649:and 2486:hdl 2476:doi 2464:197 2421:doi 2233:toe 960:or 502:or 148:by 3747:: 3599:* 2494:. 2484:. 2474:. 2462:. 2458:. 2435:. 2427:. 2419:. 2409:72 2407:. 2389:. 2385:. 2367:. 2363:. 2313:^ 2298:^ 2180:. 2146:: 2120:, 1962:); 1901:. 1893:, 1889:, 1281:, 1178:A 968:." 513:. 474:, 390:. 56:. 3203:) 3199:( 2662:) 2621:e 2614:t 2607:v 2502:. 2488:: 2478:: 2470:: 2443:. 2423:: 2415:: 1972:. 1614:) 1610:( 1596:. 1473:" 1430:" 1317:" 1301:" 1022:" 530:" 233:) 227:( 215:) 209:( 204:) 200:( 190:ยท 183:ยท 176:ยท 169:ยท 142:. 113:) 107:( 102:) 98:( 94:. 87:. 63:) 59:( 20:)

Index

Causes of landslides
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verification
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"Landslide classification"
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landslides
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