Landslide

Landslides, also known as landslips, rockslips or rockslides,[1][2][3] are several forms of mass wasting that may include a wide range of ground movements, such as rockfalls, mudflows, shallow or deep-seated slope failures and debris flows.[4] Landslides occur in a variety of environments, characterized by either steep or gentle slope gradients, from mountain ranges to coastal cliffs or even underwater,[5] in which case they are called submarine landslides.

Gravity is the primary driving force for a landslide to occur, but there are other factors affecting slope stability that produce specific conditions that make a slope prone to failure. In many cases, the landslide is triggered by a specific event (such as heavy rainfall, an earthquake, a slope cut to build a road, and many others), although this is not always identifiable.

Landslides are frequently made worse by human development (such as urban sprawl) and resource exploitation (such as mining and deforestation). Land degradation frequently leads to less stabilization of soil by vegetation.[6] Additionally, global warming caused by climate change and other human impact on the environment, can increase the frequency of natural events (such as extreme weather) which trigger landslides.[7] Landslide mitigation describes the policy and practices for reducing the risk of human impacts of landslides, reducing the risk of natural disaster.

## Contents

* 1 Causes
* 2 Types
* 2.1 Hungr-Leroueil-Picarelli classification
* 2.1.1 Flows
* 2.1.2 Slides
* 2.2 Shallow and deep-seated landslides
* 3 Related phenomena
* 3.1 Resulting tsunamis
* 4 Landslide prediction mapping
* 5 Prehistoric landslides
* 6 Historical landslides
* 7 Extraterrestrial landslides
* 8 Landslide mitigation
* 9 Landslide monitoring
* 9.1 Remote sensing techniques
* 9.2 Ground-based techniques
* 9.3 Geotechnical instrumentation
* 9.4 Seismic techniques
* 10 Climate-change impact on landslides
* 11 See also
* 12 References
* 13 External links

## Causes

The Mameyes Landslide, in the Mameyes neighborhood of barrio Portugués Urbano in Ponce, Puerto Rico, was caused by extensive accumulation of rains and, according to some sources, lightning. It buried more than 100 homes. The landslide at Surte in Sweden, 1950. It was a quick clay slide that killed one person.

Landslides occur when the slope (or a portion of it) undergoes some processes that change its condition from stable to unstable. This is essentially due to a decrease in the shear strength of the slope material, an increase in the shear stress borne by the material, or a combination of the two. A change in the stability of a slope can be caused by a number of factors, acting together or alone. Natural causes of landslides include:

* increase in water content (loss of suction) or saturation by rain water infiltration, snow melting, or glaciers melting;[8]
* rising of groundwater and increase of pore water pressure (e.g. due to aquifer recharge in rainy seasons, or by rain water infiltration);[9]
* increase of hydrostatic pressure in cracks and fractures;[9][10]
* loss or absence of vertical vegetative structure, soil nutrients, and soil structure (e.g. after a wildfire);[11]
* erosion of the top of a slope by rivers or sea waves;[12]
* physical and chemical weathering (e.g. by repeated freezing and thawing, heating and cooling, salt leaking in the groundwater or mineral dissolution);[13][14][15]
* ground shaking caused by earthquakes, which can destabilize the slope directly (e.g., by inducing soil liquefaction) or weaken the material and cause movement that will eventually produce a landslide;[10][16][17]
* volcanic eruptions;[18]
* changes in pore fluid composition;[19]
* changes in temperature (seasonal or induced by climate change).[20][21]

Landslides are aggravated by human activities, such as:

* deforestation, cultivation and construction;
* vibrations from machinery or traffic;[22]
* blasting and mining;[23]
* earthwork (e.g. by altering the shape of a slope, or imposing new loads);
* in shallow soils, the removal of deep-rooted vegetation that binds colluvium to bedrock;
* agricultural or forestry activities (logging), and urbanization, which change the amount of water infiltrating the soil.
* temporal variation in land use and land cover (LULC): it includes the human abandonment of farming areas, e.g. due to the economic and social transformations which occurred in Europe after the Second World War. Land degradation and extreme rainfall can increase the frequency of erosion and landslide phenomena.[6]

## Types

Main article: Earth:Landslide classification

Types of landslide

### Hungr-Leroueil-Picarelli classification

In traditional usage, the term landslide has at one time or another been used to cover almost all forms of mass movement of rocks and regolith at the Earth's surface. In 1978, geologist David Varnes noted this imprecise usage and proposed a new, much tighter scheme for the classification of mass movements and subsidence processes.[24] This scheme was later modified by Cruden and Varnes in 1996,[25] and refined by Hutchinson (1988),[26] Hungr et al. (2001),[27] and finally by Hungr, Leroueil and Picarelli (2014).[4] The classification resulting from the latest update is provided below.

Type of movement  | Rock  | Soil

|
|

Fall  | Rock/ice fall  | Boulder/debris/silt fall
Topple  | Rock block topple  | Gravel/sand/silt topple
Rock flexural topple
Slide  | Rock rotational slide  | Clay/silt rotational slide
Rock planar slide  | Clay/silt planar slide
Rock wedge slide  | Gravel/sand/debris slide
Rock compound slide  | Clay/silt compound slide
Rock irregular slide
Spread  | Rock slope spread  | Sand/silt liquefaction spread
Sensitive clay spread
Flow  | Rock/ice avalanche  | Sand/silt/debris dry flow
Sand/silt/debris flowslide
Sensitive clay flowslide
Debris flow
Mud flow
Debris flood
Debris avalanche
Earthflow
Peat flow
Slope deformation  | Mountain slope deformation  | Soil slope deformation
Rock slope deformation  | Soil creep
Solifluction
Note: the words in italics are placeholders. Use only one.

Under this classification, six types of movement are recognized. Each type can be seen both in rock and in soil. A fall is a movement of isolated blocks or chunks of soil in free-fall. The term topple refers to blocks coming away by rotation from a vertical face. A slide is the movement of a body of material that generally remains intact while moving over one or several inclined surfaces or thin layers of material (also called shear zones) in which large deformations are concentrated. Slides are also sub-classified by the form of the surface(s) or shear zone(s) on which movement happens. The planes may be broadly parallel to the surface ("planar slides") or spoon-shaped ("rotational slides"). Slides can occur catastrophically, but movement on the surface can also be gradual and progressive. Spreads are a form of subsidence, in which a layer of material cracks, opens up, and expands laterally. Flows are the movement of fluidised material, which can be both dry or rich in water (such as in mud flows). Flows can move imperceptibly for years, or accelerate rapidly and cause disasters. Slope deformations are slow, distributed movements that can affect entire mountain slopes or portions of it. Some landslides are complex in the sense that they feature different movement types in different portions of the moving body, or they evolve from one movement type to another over time. For example, a landslide can initiate as a rock fall or topple and then, as the blocks disintegrate upon the impact, transform into a debris slide or flow. An avalanching effect can also be present, in which the moving mass entrains additional material along its path.

#### Flows

Slope material that becomes saturated with water may produce a debris flow or mud flow. However, also dry debris can exhibit flow-like movement.[28] Flowing debris or mud may pick up trees, houses and cars, and block bridges and rivers causing flooding along its path. This phenomenon is particularly hazardous in alpine areas, where narrow gorges and steep valleys are conducive of faster flows. Debris and mud flows may initiate on the slopes or result from the fluidization of landslide material as it gains speed or incorporates further debris and water along its path. River blockages as the flow reaches a main stream can generate temporary dams. As the impoundments fail, a domino effect may be created, with a remarkable growth in the volume of the flowing mass, and in its destructive power.

The Costa della Gaveta earthflow in Potenza, Italy. Even though it moves at a rate of just a few millimeters per year[13] and is hardly visible, this landslide causes progressive damage to the national road, the national highway, a flyover, and several houses that are built on it. A rock slide in Guerrero, Mexico

An earthflow is the downslope movement of mostly fine-grained material. Earthflows can move at speeds within a very wide range, from as low as 1 mm/yr[13][14] to many km/h. Though these are a lot like mudflows, overall they are more slow-moving and are covered with solid material carried along by the flow from within. Clay, fine sand and silt, and fine-grained, pyroclastic material are all susceptible to earthflows. These flows are usually controlled by the pore water pressures within the mass, which should be high enough to produce a low shearing resistance. On the slopes, some earthflow may be recognized by their elongated shape, with one or more lobes at their toes. As these lobes spread out, drainage of the mass increases and the margins dry out, lowering the overall velocity of the flow. This process also causes the flow to thicken. Earthflows occur more often during periods of high precipitation, which saturates the ground and builds up water pressures. However, earthflows that keep advancing also during dry seasons are not uncommon. Fissures may develop during the movement of clayey materials, which facilitate the intrusion of water into the moving mass and produce faster responses to precipitation.[29]

A rock avalanche, sometimes referred to as sturzstrom, is a large and fast-moving landslide of the flow type. It is rarer than other types of landslides but it is often very destructive. It exhibits typically a long runout, flowing very far over a low-angle, flat, or even slightly uphill terrain. The mechanisms favoring the long runout can be different, but they typically result in the weakening of the sliding mass as the speed increases.[30][31][32] The causes of this weakening are not completely understood. Especially for the largest landslides, it may involve the very quick heating of the shear zone due to friction, which may even cause the water that is present to vaporize and build up a large pressure, producing a sort of hovercraft effect.[33] In some cases, the very high temperature may even cause some of the minerals to melt.[34] During the movement, the rock in the shear zone may also be finely ground, producing a nanometer-size mineral powder that may act as a lubricant, reducing the resistance to motion and promoting larger speeds and longer runouts.[35] The weakening mechanisms in large rock avalanches are similar to those occurring in seismic faults.[32]

Landslide in Peru after flash flooding in 2013.

#### Slides

Slides can occur in any rock or soil material and are characterized by the movement of a mass over a planar or curvilinear surface or shear zone.

A debris slide is a type of slide characterized by the chaotic movement of material mixed with water and/or ice. It is usually triggered by the saturation of thickly vegetated slopes which results in an incoherent mixture of broken timber, smaller vegetation and other debris.[29] Debris flows and avalanches differ from debris slides because their movement is fluid-like and generally much more rapid. This is usually a result of lower shear resistances and steeper slopes. Typically, debris slides start with the detachment of large rock fragments high on the slopes, which break apart as they descend.

Clay and silt slides are usually slow but can experience episodic acceleration in response to heavy rainfall or rapid snowmelt. They are often seen on gentle slopes and move over planar surfaces, such as over the underlying bedrock. Failure surfaces can also form within the clay or silt layer itself, and they usually have concave shapes, resulting in rotational slides.

### Shallow and deep-seated landslides

Hotel Panorama at Lake Garda. Part of a hill of Devonian shale was removed to make the road, forming a dip-slope. The upper block detached along a bedding plane and is sliding down the hill, forming a jumbled pile of rock at the toe of the slide.

Slope failure mechanisms often contain large uncertainties and could be significantly affected by heterogeneity of soil properties.[36] A landslide in which the sliding surface is located within the soil mantle or weathered bedrock (typically to a depth from few decimeters to some meters) is called a shallow landslide. Debris slides and debris flows are usually shallow. Shallow landslides can often happen in areas that have slopes with high permeable soils on top of low permeable soils. The low permeable soil traps the water in the shallower soil generating high water pressures. As the top soil is filled with water, it can become unstable and slide downslope.

Deep-seated landslide on a mountain in Sehara, Kihō, Japan caused by torrential rain of Tropical Storm Talas Landslide of soil and regolith in Pakistan

Deep-seated landslides are those in which the sliding surface is mostly deeply located, for instance well below the maximum rooting depth of trees. They usually involve deep regolith, weathered rock, and/or bedrock and include large slope failures associated with translational, rotational, or complex movements.[37] They tend to form along a plane of weakness such as a fault or bedding plane. They can be visually identified by concave scarps at the top and steep areas at the toe.[38] Deep-seated landslides also shape landscapes over geological timescales and produce sediment that strongly alters the course of fluvial streams.[39]

## Related phenomena

* An avalanche, similar in mechanism to a landslide, involves a large amount of ice, snow and rock falling quickly down the side of a mountain.
* A pyroclastic flow is caused by a collapsing cloud of hot ash, gas and rocks from a volcanic explosion that moves rapidly down an erupting volcano.
* Extreme precipitation and flow can cause gully formation in flatter environments not susceptible to landslides.

### Resulting tsunamis

Landslides that occur undersea, or have impact into water e.g. significant rockfall or volcanic collapse into the sea,[40] can generate tsunamis. Massive landslides can also generate megatsunamis, which are usually hundreds of meters high. In 1958, one such tsunami occurred in Lituya Bay in Alaska.[41][42]

## Landslide prediction mapping

See also: Engineering:Slope stability analysis

Landslide hazard analysis and mapping can provide useful information for catastrophic loss reduction, and assist in the development of guidelines for sustainable land-use planning. The analysis is used to identify the factors that are related to landslides, estimate the relative contribution of factors causing slope failures, establish a relation between the factors and landslides, and to predict the landslide hazard in the future based on such a relationship.[43] The factors that have been used for landslide hazard analysis can usually be grouped into geomorphology, geology, land use/land cover, and hydrogeology. Since many factors are considered for landslide hazard mapping, geographic information system (GIS) is an appropriate tool because it has functions of collection, storage, manipulation, display, and analysis of large amounts of spatially referenced data which can be handled fast and effectively.[44] Cardenas reported evidence on the exhaustive use of GIS in conjunction of uncertainty modelling tools for landslide mapping.[45][46] Remote sensing techniques are also highly employed for landslide hazard assessment and analysis. Before and after aerial photographs and satellite imagery are used to gather landslide characteristics, like distribution and classification, and factors like slope, lithology, and land use/land cover to be used to help predict future events.[47] Before and after imagery also helps to reveal how the landscape changed after an event, what may have triggered the landslide, and shows the process of regeneration and recovery.[48]

Using satellite imagery in combination with GIS and on-the-ground studies, it is possible to generate maps of likely occurrences of future landslides.[49][50] Such maps should show the locations of previous events as well as clearly indicate the probable locations of future events. In general, to predict landslides, one must assume that their occurrence is determined by certain geologic factors, and that future landslides will occur under the same conditions as past events.[51] Therefore, it is necessary to establish a relationship between the geomorphologic conditions in which the past events took place and the expected future conditions.[52]

Natural disasters are a dramatic example of people living in conflict with the environment. Early predictions and warnings are essential for the reduction of property damage and loss of life. Because landslides occur frequently and can represent some of the most destructive forces on earth, it is imperative to have a good understanding as to what causes them and how people can either help prevent them from occurring or simply avoid them when they do occur. Sustainable land management and development is also an essential key to reducing the negative impacts felt by landslides.

A Wireline extensometer monitoring slope displacement and transmitting data remotely via radio or Wi-Fi. In situ or strategically deployed extensometers may be used to provide early warning of a potential landslide.[53]

GIS offers a superior method for landslide analysis because it allows one to capture, store, manipulate, analyze, and display large amounts of data quickly and effectively. Because so many variables are involved, it is important to be able to overlay the many layers of data to develop a full and accurate portrayal of what is taking place on the Earth's surface. Researchers need to know which variables are the most important factors that trigger landslides in any given location. Using GIS, extremely detailed maps can be generated to show past events and likely future events which have the potential to save lives, property, and money.

Since the '90s, GIS have been also successfully used in conjunction to decision support systems, to show on a map real-time risk evaluations based on monitoring data gathered in the area of the Val Pola disaster (Italy).[54]

* Global landslide risks

* 2024 United States landslide risk map

* Ferguson Slide on California State Route 140 in June 2006

* Trackside rock slide detector on the UPRR Sierra grade near Colfax, CA

## Prehistoric landslides

Rhine cutting through Flims Rockslide debris, Switzerland

* Storegga Slide, some 8,000 years ago off the western coast of Norway. Caused massive tsunamis in Doggerland and other areas connected to the North Sea. A total volume of 3,500 km3 (840 cu mi) debris was involved; comparable to a 34 m (112 ft) thick area the size of Iceland. The submarine landslide is thought to be among the largest in history.[55]
* Landslide which moved Heart Mountain to its current location, the largest continental landslide discovered so far. In the 48 million years since the slide occurred, erosion has removed most of the portion of the slide.
* Flims Rockslide, about 12 km3 (2.9 cu mi), Switzerland, some 10,000 years ago in post-glacial Pleistocene/Holocene, the largest so far described in the Alps and on dry land that can be easily identified in a modestly eroded state.[56]
* The landslide around 200 BC which formed Lake Waikaremoana on the North Island of New Zealand, where a large block of the Ngamoko Range slid and dammed a gorge of Waikaretaheke River, forming a natural reservoir up to 256 metres (840 ft) deep.
* Cheekye Fan, British Columbia, Canada, about 25 km2 (9.7 sq mi), Late Pleistocene in age.
* The Manang-Braga rock avalanche/debris flow may have formed Marsyangdi Valley in the Annapurna Region, Nepal, during an interstadial period belonging to the last glacial period.[57] Over 15 km3 (3.6 cu mi) of material are estimated to have been moved in the single event, making it one of the largest continental landslides. * Tsergo Ri landslide, a massive slope failure 60 km (37 mi) north of Kathmandu, Nepal, involving an estimated 10 to 15 km3 (2.4 to 3.6 cu mi).[58] Prior to this landslide the mountain may have been the world's 15th mountain above 8,000 m (26,247 ft).

## Historical landslides

* The 1806 Goldau landslide on 2 September 1806
* The Cap Diamant Québec rockslide on 19 September 1889
* Frank Slide, Turtle Mountain, Alberta, Canada, on 29 April 1903
* Khait landslide, Khait, Tajikistan, Soviet Union, on 10 July 1949
* A magnitude 7.5 earthquake in Yellowstone Park (17 August 1959) caused a landslide that blocked the Madison River, and created Quake Lake.
* Monte Toc landslide (260 million cubic metres (9.2 billion cubic feet)*) falling into the Vajont Dam basin in Italy, causing a megatsunami and about 2000 deaths, on 9 October 1963
* Hope Slide landslide (46 million cubic metres (1.6 billion cubic feet)*) near Hope, British Columbia on 9 January 1965.[59]
* The 1966 Aberfan disaster
* Tuve landslide in Gothenburg, Sweden on 30 November 1977.
* The 1979 Abbotsford landslip, Dunedin, New Zealand on 8 August 1979.
* The eruption of Mount St. Helens(18 May 1980) caused an enormous landslide when the top 1,300 feet of the volcano gave way after a magnitude 5.1 earthquake, largest landslide in recorded history, accompanying eruption killed 57 people.
* Val Pola landslide during Valtellina disaster (1987) Italy
* Thredbo landslide, Australia on 30 July 1997, destroyed hostel.
* Vargas mudslides, due to heavy rains in Vargas State, Venezuela, in December, 1999, causing tens of thousands of deaths.
* 2005 La Conchita landslide in Ventura, California causing 10 deaths.
* 2006 Southern Leyte mudslide in Saint Bernard, Southern Leyte, causing 1,126 deaths and buried the village of Guinsaugon.
* 2007 Chittagong mudslide, in Chittagong, Bangladesh, on 11 June 2007.
* 2008 Cairo landslide on 6 September 2008.
* The 2009 Peloritani Mountains disaster caused 37 deaths, on October 1.[60]
* The 2010 Uganda landslide caused over 100 deaths following heavy rain in Bududa region.
* Zhouqu county mudslide in Gansu, China on 8 August 2010.[61]
* Devil's Slide, an ongoing landslide in San Mateo County, California
* 2011 Rio de Janeiro landslide in Rio de Janeiro, Brazil on 11 January 2011, causing 610 deaths.[62]
* 2014 Pune landslide, in Pune, India.
* 2014 Oso mudslide, in Oso, Washington
* 2017 Mocoa landslide, in Mocoa, Colombia
* 2022 Ischia landslide
* 2024 Gofa landslides, in Gofa, Ethiopia
* 2024 Wayanad landslides, in Wayanad, Kerala, India
* 2025, in Blatten (Lötschen), Switzerland
* 2025 Tarasin landslide, Sudan

## Extraterrestrial landslides

Evidence of past landslides has been detected on many bodies in the Solar System, but since most observations are made by probes that only observe for a limited time and most bodies in the Solar System appear to be geologically inactive not many landslides are known to have happened in recent times. Both Venus and Mars have been subject to long-term mapping by orbiting satellites, and examples of landslides have been observed on both planets.

* Before and after radar images of a landslide on Venus. In the center of the image on the right, the new landslide, a bright, flow-like area, can be seen extending to the left of a bright fracture. 1990 image.

* Landslide in progress on Mars, 2008-02-19

## Landslide mitigation

This section is an excerpt from Landslide mitigation[ edit ]

## Landslide monitoring

The monitoring of landslides is essential for estimating the dangerous situations, making it possible to issue alerts on time, to avoid loses of lives and property, and to have proper planning and reducing measures in place. Currently, there exist different type of techniques aimed to monitor landslides:

### Remote sensing techniques

* InSAR (Interferometric Synthetic Aperture Radar): This remote sensing technique measures ground displacement over time with high precision. It is ideal for large-scale monitoring.[63][64]
* LiDAR (Light Detection and Ranging): Provides detailed 3D models of terrain to detect changes over time by comparison of different point clouds acquired over time.[65][66]
* Optical satellite imagery: Useful for identifying surface changes, geomorphological features (e.g. cracks and scarps) and mapping landslide-prone areas.[64]
* UAVs (Unmanned Aerial Vehicles): This technique captures high-resolution images and topographic data in inaccessible areas.[67]
* Thermal imaging: Thermal images enable to detects temperature variations that may indicate water movement or stress in the slope.[68]

### Ground-based techniques

* GPS (Global Positioning System): Tracks ground movements at specific points over time using a constellation of satellites orbiting around the Earth.
* Topographic surveys: Measures displacements of marked targets on a slope.
* Ground-based radar (GB-SAR): Continuously monitors surface deformation using a SAR sensor and detects movement in real-time. It follows the same principle than InSAR.[69]

### Geotechnical instrumentation

* Piezometers: Monitors groundwater levels and pore water pressure, which are critical triggers for landslides.
* Load cells: Measures stress changes in retaining structures or anchors.
* Tiltmeters: Detects small angular changes in the slope surface or retaining walls.
* Extensometers: Measures displacement along cracks or tension zones.
* Inclinometers: Detects subsurface movements by monitoring changes in the inclination of a borehole.[70]

### Seismic techniques

•Geophones and accelerometers: Detect seismic vibrations or movements that might indicate slope instability.

## Climate-change impact on landslides

Climate-change impact on temperature, both average rainfall and rainfall extremes, and evapotranspiration may affect landslide distribution, frequency and intensity.[71] However, this impact shows strong variability in different areas.[72] Therefore, the effects of climate change on landslides need to be studied on a regional scale. Climate change can have both positive and negative impacts on landslides. Temperature rise may increase evapotranspiration, leading to a reduction in soil moisture and stimulate vegetation growth, also due to a CO2 increase in the atmosphere. Both effects may reduce landslides in some conditions. On the other side, temperature rise causes an increase of landslides due to

* the acceleration of snowmelt and an increase of rain on snow during spring, leading to strong infiltration events.[73]
* Permafrost degradation that reduces the cohesion of soils and rock masses due to the loss of interstitial ice.[74] This mainly occurs at high elevation.
* Glacier retreat that has the dual effect of relieving mountain slopes and increasing their steepness.

Since the average precipitation is expected to decrease or increase regionally,[72] rainfall induced landslides may change accordingly, due to changes in infiltration, groundwater levels and river bank erosion. Weather extremes are expected to increase due to climate change including heavy precipitation.[72] This yields negative effects on landslides due to focused infiltration in soil and rock[75] and an increase of runoff events, which may trigger debris flows.

## See also

* Avalanche
* California landslides
* Deformation monitoring
* Earthquake engineering
* Geotechnical engineering
* Huayco
* Landslide dam
* Natural disaster
* Railway slide fence
* Rockslide
* Sector collapse
* Slump (geology)
* Urban search and rescue
* Washaway

## References

1. ↑ "Landslide synonyms". 2013. http://www.thesaurus.com/browse/landslide.
2. ↑ McGraw-Hill Encyclopedia of Science & Technology, 11th Edition, ISBN 9780071778343, 2012
3. ↑ "USGS factsheet, Landslide Types and Processes, 2004.". https://pubs.usgs.gov/fs/2004/3072/fs-2004-3072.html.
4. ↑ 4.0 4.1 Hungr, Oldrich; Leroueil, Serge; Picarelli, Luciano (2014-04-01). "The Varnes classification of landslide types, an update" (in en). Landslides 11 (2): 167–194. doi:10.1007/s10346-013-0436-y. ISSN 1612-5118. Bibcode: 2014Lands..11..167H.
5. ↑ Haflidason, Haflidi; Sejrup, Hans Petter; Nygård, Atle; Mienert, Jurgen; Bryn, Petter; Lien, Reidar; Forsberg, Carl Fredrik; Berg, Kjell et al. (2004-12-15). "The Storegga Slide: architecture, geometry and slide development" (in en). Marine Geology. COSTA - Continental Slope Stability 213 (1): 201–234. doi:10.1016/j.margeo.2004.10.007. ISSN 0025-3227. Bibcode: 2004MGeol.213..201H. https://www.sciencedirect.com/science/article/pii/S0025322704002713.
6. ↑ 6.0 6.1 Giacomo Pepe; Andrea Mandarino; Emanuele Raso; Patrizio Scarpellini; Pierluigi Brandolini; Andrea Cevasco (2019). "Investigation on Farmland Abandonment of Terraced Slopes Using Multitemporal Data Sources Comparison and Its Implication on Hydro-Geomorphological Processes". Water (MDPI) 8 (11): 1552. doi:10.3390/w11081552. ISSN 2073-4441. OCLC 8206777258. Bibcode: 2019Water..11.1552P. , at the introductory section.
7. ↑ Merzdorf, Jessica. "Climate Change Could Trigger More Landslides in High Mountain Asia". NASA's Goddard Space Flight Center. https://climate.nasa.gov/news/2951/climate-change-could-trigger-more-landslides-in-high-mountain-asia.
8. ↑ Subramanian, S. Siva; Fan, X.; Yunus, A. P.; Asch, T. van; Scaringi, G.; Xu, Q.; Dai, L.; Ishikawa, T. et al. (2020). "A Sequentially Coupled Catchment-Scale Numerical Model for Snowmelt-Induced Soil Slope Instabilities" (in en). Journal of Geophysical Research: Earth Surface 125 (5). doi:10.1029/2019JF005468. ISSN 2169-9011. Bibcode: 2020JGRF..12505468S. https://agupubs.onlinelibrary.wiley.com/doi/abs/10.1029/2019JF005468. Retrieved 2021-02-23.
9. ↑ 9.0 9.1 Hu, Wei; Scaringi, Gianvito; Xu, Qiang; Van Asch, Theo W. J. (2018-04-10). "Suction and rate-dependent behaviour of a shear-zone soil from a landslide in a gently-inclined mudstone-sandstone sequence in the Sichuan basin, China" (in en). Engineering Geology 237: 1–11. doi:10.1016/j.enggeo.2018.02.005. ISSN 0013-7952. Bibcode: 2018EngGe.237....1H.
10. ↑ 10.0 10.1 Fan, Xuanmei; Xu, Qiang; Scaringi, Gianvito (2017-12-01). "Failure mechanism and kinematics of the deadly June 24th 2017 Xinmo landslide, Maoxian, Sichuan, China" (in en). Landslides 14 (6): 2129–2146. doi:10.1007/s10346-017-0907-7. ISSN 1612-5118. Bibcode: 2017Lands..14.2129F.
11. ↑ Rengers, Francis K.; McGuire, Luke A.; Oakley, Nina S.; Kean, Jason W.; Staley, Dennis M.; Tang, Hui (2020-11-01). "Landslides after wildfire: initiation, magnitude, and mobility" (in en). Landslides 17 (11): 2631–2641. doi:10.1007/s10346-020-01506-3. ISSN 1612-5118. Bibcode: 2020Lands..17.2631R.
12. ↑ Edil, T. B.; Vallejo, L. E. (1980-07-01). "Mechanics of coastal landslides and the influence of slope parameters" (in en). Engineering Geology. Special Issue Mechanics of Landslides and Slope Stability 16 (1): 83–96. doi:10.1016/0013-7952(80)90009-5. ISSN 0013-7952. Bibcode: 1980EngGe..16...83E.
13. ↑ 13.0 13.1 13.2 Di Maio, Caterina; Vassallo, Roberto; Scaringi, Gianvito; De Rosa, Jacopo; Pontolillo, Dario Michele; Maria Grimaldi, Giuseppe (2017-11-01). "Monitoring and analysis of an earthflow in tectonized clay shales and study of a remedial intervention by KCl wells". Rivista Italiana di Geotecnica 51 (3): 48–63. doi:10.19199/2017.3.0557-1405.048. https://www.researchgate.net/publication/321348162. Retrieved 2018-05-26.
14. ↑ 14.0 14.1 Di Maio, Caterina; Scaringi, Gianvito; Vassallo, R (2014-01-01). "Residual strength and creep behaviour on the slip surface of specimens of a landslide in marine origin clay shales: influence of pore fluid composition". Landslides 12 (4): 657–667. doi:10.1007/s10346-014-0511-z. https://www.researchgate.net/publication/271630325. Retrieved 2018-05-26.
15. ↑ Fan, Xuanmei; Xu, Qiang; Scaringi, Gianvito; Li, Shu; Peng, Dalei (2017-10-13). "A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China" (in en). Engineering Geology 228: 337–345. doi:10.1016/j.enggeo.2017.09.003. ISSN 0013-7952. Bibcode: 2017EngGe.228..337F. https://www.sciencedirect.com/science/article/pii/S001379521730889X.
16. ↑ Fan, Xuanmei; Scaringi, Gianvito; Domènech, Guillem; Yang, Fan; Guo, Xiaojun; Dai, Lanxin; He, Chaoyang; Xu, Qiang et al. (2019-01-09). "Two multi-temporal datasets that track the enhanced landsliding after the 2008 Wenchuan earthquake" (in en). Earth System Science Data 11 (1): 35–55. doi:10.5194/essd-11-35-2019. ISSN 1866-3508. Bibcode: 2019ESSD...11...35F. https://www.earth-syst-sci-data.net/11/35/2019/essd-11-35-2019.html. Retrieved 2019-01-09.
17. ↑ Fan, Xuanmei; Xu, Qiang; Scaringi, Gianvito (2018-01-26). "Brief communication: Post-seismic landslides, the tough lesson of a catastrophe" (in en). Natural Hazards and Earth System Sciences 18 (1): 397–403. doi:10.5194/nhess-18-397-2018. ISSN 1561-8633. Bibcode: 2018NHESS..18..397F.
18. ↑ Watt, Sebastian F.L.; Talling, Peter J.; Hunt, James E. (2014). "New Insights into the Emplacement Dynamics of Volcanic Island Landslides". Oceanography 27 (2): 46–57. doi:10.5670/oceanog.2014.39. ISSN 1042-8275. Bibcode: 2014Ocgpy..27b..46W.
19. ↑ Di Maio, C.; Scaringi, G. (2016-01-18). "Shear displacements induced by decrease in pore solution concentration on a pre-existing slip surface" (in en). Engineering Geology 200: 1–9. doi:10.1016/j.enggeo.2015.11.007. ISSN 0013-7952. Bibcode: 2016EngGe.200....1D. https://www.sciencedirect.com/science/article/pii/S0013795215300922.
20. ↑ Scaringi, Gianvito; Loche, Marco (2022-03-15). "A thermo-hydro-mechanical approach to soil slope stability under climate change" (in en). Geomorphology 401. doi:10.1016/j.geomorph.2022.108108. ISSN 0169-555X. Bibcode: 2022Geomo.40108108S.
21. ↑ Shibasaki, Tatsuya; Matsuura, Sumio; Okamoto, Takashi (2016-07-16). "Experimental evidence for shallow, slow-moving landslides activated by a decrease in ground temperature: Landslides Affected by Ground Temperature" (in en). Geophysical Research Letters 43 (13): 6975–6984. doi:10.1002/2016GL069604. http://doi.wiley.com/10.1002/2016GL069604.
22. ↑ Laimer, Hans Jörg (2017-05-18). "Anthropogenically induced landslides – A challenge for railway infrastructure in mountainous regions" (in en). Engineering Geology 222: 92–101. doi:10.1016/j.enggeo.2017.03.015. ISSN 0013-7952. Bibcode: 2017EngGe.222...92L. https://www.sciencedirect.com/science/article/pii/S0013795216307335.
23. ↑ Fan, Xuanmei; Xu, Qiang; Scaringi, Gianvito (2018-10-24). "The "long" runout rock avalanche in Pusa, China, on 28 August 2017: a preliminary report" (in en). Landslides 16: 139–154. doi:10.1007/s10346-018-1084-z. ISSN 1612-5118.
24. ↑ 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. 11–33, 1978.
25. ↑ Cruden, David M., and David J. Varnes. "Landslides: investigation and mitigation. Chapter 3-Landslide types and processes." Transportation research board special report 247 (1996).
26. ↑ Hutchinson, J. N. "General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology." International symposium on landslides. 5. 1988.
27. ↑ 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.
28. ↑ Iverson, Richard M. (1997). "The physics of debris flows" (in en). Reviews of Geophysics 35 (3): 245–296. doi:10.1029/97RG00426. ISSN 1944-9208. Bibcode: 1997RvGeo..35..245I.
29. ↑ 29.0 29.1 Easterbrook, Don J. (1999). Surface Processes and Landforms. Upper Saddle River: Prentice-Hall. ISBN 978-0-13-860958-0.
30. ↑ Hu, Wei; Scaringi, Gianvito; Xu, Qiang; Huang, Runqiu (2018-06-05). "Internal erosion controls failure and runout of loose granular deposits: Evidence from flume tests and implications for post-seismic slope healing". Geophysical Research Letters 45 (11): 5518. doi:10.1029/2018GL078030. Bibcode: 2018GeoRL..45.5518H. https://www.researchgate.net/publication/325582900.
31. ↑ Hu, Wei; Xu, Qiang; Wang, Gonghui; Scaringi, Gianvito; McSaveney, Mauri; Hicher, Pierre-Yves (2017-10-31). "Shear Resistance Variations in Experimentally Sheared Mudstone Granules: A Possible Shear-Thinning and Thixotropic Mechanism". Geophysical Research Letters 44 (21): 11,040. doi:10.1002/2017GL075261. Bibcode: 2017GeoRL..4411040H. https://www.researchgate.net/publication/320744311.
32. ↑ 32.0 32.1 Scaringi, Gianvito; Hu, Wei; Xu, Qiang; Huang, Runqiu (2017-12-20). "Shear-Rate-Dependent Behavior of Clayey Bimaterial Interfaces at Landslide Stress Levels". Geophysical Research Letters 45 (2): 766. doi:10.1002/2017GL076214. Bibcode: 2018GeoRL..45..766S. https://www.researchgate.net/publication/321961897.
33. ↑ Deng, Yu; Yan, Shuaixing; Scaringi, Gianvito; Liu, Wei; He, Siming (2020). "An Empirical Power Density-Based Friction Law and Its Implications for Coherent Landslide Mobility" (in en). Geophysical Research Letters 47 (11). doi:10.1029/2020GL087581. ISSN 1944-8007. Bibcode: 2020GeoRL..4787581D. https://agupubs.onlinelibrary.wiley.com/doi/abs/10.1029/2020GL087581. Retrieved 2021-02-23.
34. ↑ Deng, Yu; He, Siming; Scaringi, Gianvito; Lei, Xiaoqin (2020). "Mineralogical Analysis of Selective Melting in Partially Coherent Rockslides: Bridging Solid and Molten Friction" (in en). Journal of Geophysical Research: Solid Earth 125 (8). doi:10.1029/2020JB019453. ISSN 2169-9356. Bibcode: 2020JGRB..12519453D. https://agupubs.onlinelibrary.wiley.com/doi/abs/10.1029/2020JB019453. Retrieved 2021-02-23.
35. ↑ Rowe, Christie D.; Lamothe, Kelsey; Rempe, Marieke; Andrews, Mark; Mitchell, Thomas M.; Di Toro, Giulio; White, Joseph Clancy; Aretusini, Stefano (2019-01-18). "Earthquake lubrication and healing explained by amorphous nanosilica" (in en). Nature Communications 10 (1): 320. doi:10.1038/s41467-018-08238-y. ISSN 2041-1723. PMID 30659201. Bibcode: 2019NatCo..10..320R.
36. ↑ Liu, Xin; Wang, Yu; Li, Dian-Qing (2019). "Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods" (in en). Computers and Geotechnics 111: 301–312. doi:10.1016/j.compgeo.2019.03.022. Bibcode: 2019CGeot.111..301L. https://linkinghub.elsevier.com/retrieve/pii/S0266352X19300977. Retrieved 2023-04-10.
37. ↑ Liu, Xin; Wang, Yu; Li, Dian-Qing (2020). "Numerical simulation of the 1995 rainfall-induced Fei Tsui Road landslide in Hong Kong: new insights from hydro-mechanically coupled material point method" (in en). Landslides 17 (12): 2755–2775. doi:10.1007/s10346-020-01442-2. ISSN 1612-510X. Bibcode: 2020Lands..17.2755L. https://link.springer.com/10.1007/s10346-020-01442-2.
38. ↑ Johnson, B.F. (June 2010). "Slippery slopes". Earth magazine. pp. 48–55. http://www.earthmagazine.org/article/slippery-slopes-how-do-we-insure-against-landslides.
39. ↑ Campforts, B (2022). "The Art of Landslides: How Stochastic Mass Wasting Shapes Topography and Influences Landscape Dynamics". Journal of Geophysical Research: Earth Surface 127 (8): 1–23. doi:10.1029/2022JF006745. Bibcode: 2022JGRF..12706745C.
40. ↑ "Ancient Volcano Collapse Caused A Tsunami With An 800-Foot Wave" (in en). Popular Science. https://www.popsci.com/ancient-volcano-collapse-caused-megatsunami-with-an-800-foot-wave.
41. ↑ Le Bas, T.P. (2007), "Slope Failures on the Flanks of Southern Cape Verde Islands", in Lykousis, Vasilios, Submarine mass movements and their consequences: 3rd international symposium, Springer, ISBN 978-1-4020-6511-8
42. ↑ Mitchell, N (2003). "Susceptibility of mid-ocean ridge volcanic islands and seamounts to large scale landsliding". Journal of Geophysical Research 108 (B8): 1–23. doi:10.1029/2002jb001997. Bibcode: 2003JGRB..108.2397M.
43. ↑ Chen, Zhaohua; Wang, Jinfei (2007). "Landslide hazard mapping using logistic regression model in Mackenzie Valley, Canada". Natural Hazards 42 (1): 75–89. doi:10.1007/s11069-006-9061-6. Bibcode: 2007NatHa..42...75C.
44. ↑ Clerici, A; Perego, S; Tellini, C; Vescovi, P (2002). "A procedure for landslide susceptibility zonation by the conditional analysis method1". Geomorphology 48 (4): 349–364. doi:10.1016/S0169-555X(02)00079-X. Bibcode: 2002Geomo..48..349C.
45. ↑ Cardenas, IC (2008). "Landslide susceptibility assessment using Fuzzy Sets, Possibility Theory and Theory of Evidence. Estimación de la susceptibilidad ante deslizamientos: aplicación de conjuntos difusos y las teorías de la posibilidad y de la evidencia.". Ingenieria e Investigación 28 (1). https://www.researchgate.net/publication/232301120.
46. ↑ Cardenas, IC (2008). "Non-parametric modeling of rainfall in Manizales City (Colombia) using multinomial probability and imprecise probabilities. Modelación no paramétrica de lluvias para la ciudad de Manizales, Colombia: una aplicación de modelos multinomiales de probabilidad y de probabilidades imprecisas". Ingenieria e Investigación 28 (2). https://www.researchgate.net/publication/232301359.
47. ↑ Metternicht, G; Hurni, L; Gogu, R (2005). "Remote sensing of landslides: An analysis of the potential contribution to geo-spatial systems for hazard assessment in mountainous environments". Remote Sensing of Environment 98 (2–3): 284–303. doi:10.1016/j.rse.2005.08.004. Bibcode: 2005RSEnv..98..284M.
48. ↑ De La Ville, Noemi; Chumaceiro Diaz, Alejandro; Ramirez, Denisse (2002). "Remote Sensing and GIS Technologies as Tools to Support Sustainable Management of Areas Devastated by Landslides". Environment, Development and Sustainability 4 (2): 221–229. doi:10.1023/A:1020835932757. Bibcode: 2002EDSus...4..221D. http://www.vliz.be/imisdocs/publications/35254.pdf.
49. ↑ Singhroy, Vernon, ed (2021). Advances in remote sensing for infrastructure monitoring. Springer remote sensing/photogrammetry. Cham: Springer. ISBN 978-3-030-59109-0.
50. ↑ Fabbri, Andrea G.; Chung, Chang-Jo F.; Cendrero, Antonio; Remondo, Juan (2003). "Is Prediction of Future Landslides Possible with a GIS?". Natural Hazards 30 (3): 487–503. doi:10.1023/B:NHAZ.0000007282.62071.75. Bibcode: 2003NatHa..30..487F.
51. ↑ Lee, S; Talib, Jasmi Abdul (2005). "Probabilistic landslide susceptibility and factor effect analysis". Environmental Geology 47 (7): 982–990. doi:10.1007/s00254-005-1228-z.
52. ↑ Ohlmacher, G (2003). "Using multiple logistic regression and GIS technology to predict landslide hazard in northeast Kansas, USA". Engineering Geology 69 (3–4): 331–343. doi:10.1016/S0013-7952(03)00069-3. Bibcode: 2003EngGe..69..331O.
53. ↑ Rose, Nick D.; Hunger, Oldrich (17 February 2006). "Forecasting potential slope failure in open pit mines". Journal of Rock Mechanics & Mining Sciences. http://www.engr.usask.ca/classes/GEOE/315/notes/SlopeFailure_Velocity.pdf. Retrieved 20 August 2015.
54. ↑ Lazzari, M.; Salvaneschi, P. (1999). "Embedding a Geographic Information System in a Decision Support System for Landslide Hazard Monitoring". Natural Hazards 20 (2–3): 185–195. doi:10.1023/A:1008187024768. Bibcode: 1999NatHa..20..185L. https://dinamico2.unibg.it/lazzari/doc/embedding-authors-copy.pdf.
55. ↑ Bugge, Tom; Befring, Stein; Belderson, Robert H.; Eidvin, Tor; Jansen, Eystein; Kenyon, Neil H.; Holtedahl, Hans; Sejrup, Hans Petter (December 1987). "A giant three-stage submarine slide off Norway" (in en). Geo-Marine Letters 7 (4): 191–198. doi:10.1007/BF02242771. ISSN 0276-0460. Bibcode: 1987GML.....7..191B. http://link.springer.com/10.1007/BF02242771.
56. ↑ Weitere Erkenntnisse und weitere Fragen zum Flimser Bergsturz A.v. Poschinger, Angewandte Geologie, Vol. 11/2, 2006
57. ↑ Fort, Monique (2011). "Two large late quaternary rock slope failures and their geomorphic significance, Annapurna, Himalayas (Nepal)". Geografia Fisica e Dinamica Quaternaria 34: 5–16. https://www.researchgate.net/publication/235964481.
58. ↑ Weidinger, Johannes T.; Schramm, Josef-Michael; Nuschej, Friedrich (2002-12-30). "Ore mineralization causing slope failure in a high-altitude mountain crest—on the collapse of an 8000 m peak in Nepal". Journal of Asian Earth Sciences 21 (3): 295–306. doi:10.1016/S1367-9120(02)00080-9. Bibcode: 2002JAESc..21..295W.
59. ↑ "Hope Slide". BC Geographical Names. https://apps.gov.bc.ca/pub/bcgnws/names/53154.html.
60. ↑ Peres, D. J.; Cancelliere, A. (2016-10-01). "Estimating return period of landslide triggering by Monte Carlo simulation". Journal of Hydrology. Flash floods, hydro-geomorphic response and risk management 541: 256–271. doi:10.1016/j.jhydrol.2016.03.036. Bibcode: 2016JHyd..541..256P.
61. ↑ "Large landslide in Gansu Zhouqu August 7". Easyseosolution.com. 19 August 2010. http://www.easyseosolution.com/blog/archives/932.
62. ↑ "Brazil mudslide death toll passes 450". Canadian Broadcasting Corporation. 13 January 2011. https://www.cbc.ca/news/world/brazil-mudslide-death-toll-passes-450-1.1035927.
63. ↑ Tomás, Roberto; Zeng, Qiming; Lopez-Sanchez, Juan M.; Zhao, Chaoying; Li, Zhenhong; Liu, Xiaojie; Navarro-Hernández, María I.; Hu, Liuru et al. (2024-05-03). "Advances on the investigation of landslides by space-borne synthetic aperture radar interferometry". Geo-Spatial Information Science 27 (3): 602–623. doi:10.1080/10095020.2023.2266224. ISSN 1009-5020. Bibcode: 2024GSIS...27..602T. https://www.tandfonline.com/doi/full/10.1080/10095020.2023.2266224.
64. ↑ 64.0 64.1 Casagli, N.; Cigna, F.; Bianchini, S.; Hölbling, D.; Füreder, P.; Righini, G.; Del Conte, S.; Friedl, B. et al. (2016-10-01). "Landslide mapping and monitoring by using radar and optical remote sensing: Examples from the EC-FP7 project SAFER". Remote Sensing Applications: Society and Environment 4: 92–108. doi:10.1016/j.rsase.2016.07.001. ISSN 2352-9385. Bibcode: 2016RSASE...4...92C. https://linkinghub.elsevier.com/retrieve/pii/S2352938516300635.
65. ↑ Tomás, R.; Abellán, A.; Cano, M.; Riquelme, A.; Tenza-Abril, A. J.; Baeza-Brotons, F.; Saval, J. M.; Jaboyedoff, M. (2018-02-01). "A multidisciplinary approach for the investigation of a rock spreading on an urban slope" (in en). Landslides 15 (2): 199–217. doi:10.1007/s10346-017-0865-0. ISSN 1612-5118. Bibcode: 2018Lands..15..199T.
66. ↑ Jaboyedoff, Michel; Oppikofer, Thierry; Abellán, Antonio; Derron, Marc-Henri; Loye, Alex; Metzger, Richard; Pedrazzini, Andrea (March 2012). "Use of LIDAR in landslide investigations: a review" (in en). Natural Hazards 61 (1): 5–28. doi:10.1007/s11069-010-9634-2. ISSN 0921-030X. Bibcode: 2012NatHa..61....5J.
67. ↑ Sun, Jianwei; Yuan, Guoqin; Song, Laiyun; Zhang, Hongwen (January 2024). "Unmanned Aerial Vehicles (UAVs) in Landslide Investigation and Monitoring: A Review" (in en). Drones 8 (1): 30. doi:10.3390/drones8010030. ISSN 2504-446X. Bibcode: 2024Drone...8...30S.
68. ↑ Cosentino, Antonio; Marmoni, Gian Marco; Fiorucci, Matteo; Mazzanti, Paolo; Scarascia Mugnozza, Gabriele; Esposito, Carlo (January 2023). "Optical and Thermal Image Processing for Monitoring Rainfall Triggered Shallow Landslides: Insights from Analogue Laboratory Experiments" (in en). Remote Sensing 15 (23): 5577. doi:10.3390/rs15235577. ISSN 2072-4292. Bibcode: 2023RemS...15.5577C.
69. ↑ Noferini, Linhsia; Pieraccini, Massimiliano; Mecatti, Daniele; Macaluso, Giovanni; Atzeni, Carlo; Mantovani, Matteo; Marcato, Gianluca; Pasuto, Alessandro et al. (2007-12-07). "Using GB-SAR technique to monitor slow moving landslide". Engineering Geology 95 (3): 88–98. doi:10.1016/j.enggeo.2007.09.002. ISSN 0013-7952. Bibcode: 2007EngGe..95...88N. https://linkinghub.elsevier.com/retrieve/pii/S0013795207001822.
70. ↑ Bordoni, Massimiliano; Vivaldi, Valerio; Bonì, Roberta; Spanò, Simone; Tararbra, Mauro; Lanteri, Luca; Parnigoni, Matteo; Grossi, Alessandra et al. (2023-01-01). "A methodology for the analysis of continuous time-series of automatic inclinometers for slow-moving landslides monitoring in Piemonte region, northern Italy" (in en). Natural Hazards 115 (2): 1115–1142. doi:10.1007/s11069-022-05586-3. ISSN 1573-0840. Bibcode: 2023NatHa.115.1115B.
71. ↑ 62\. Gariano, S.L.; Guzzetti F. (2016). "Landslides in a Changing Climate". Earth-Science Reviews, 162, 227–252. doi:10.1016/j.earscirev.2016.08.011
72. ↑ 72.0 72.1 72.2 63\. Assessment Report of the Intergovernmental Panel on Climate Change. Cambridge University Press, Cambridge and New York, pp. 1767–1926. doi:10.1017/9781009157896.014.
73. ↑ 64\. Cardinali, M., Ardizzone, F., Galli, M., Guzzetti, F., & Reichenbach, P. (2000, January). "Landslides triggered by rapid snow melting: the December 1996–January 1997 event in Central Italy". In Proceedings 1st Plinius Conference on Mediterranean Storms (pp. 439–448).
74. ↑ 65.Krautblatter, M., Funk, D., & Günzel, F. K. (2013). "Why permafrost rocks become unstable: a rock–ice‐mechanical model in time and space". Earth Surface Processes and Landforms, 38(8), 876–887. doi:10.1002/esp.3374
75. ↑ 66\. Ciabatta, L., Camici, S., Brocca, L., Ponziani, F., Stelluti, M., Berni, N., & Moramarco, T.J.J.O.H. (2016). "Assessing the impact of climate-change scenarios on landslide occurrence in Umbria Region, Italy". Journal of Hydrology, 541, 285–295. doi:10.1016/j.jhydrol.2016.02.007

## External links

* United States Geological Survey site (archived 25 March 2002)
* British Geological Survey landslides site
* British Geological Survey National Landslide Database
* International Consortium on Landslides

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Geotechnical engineering

Investigation|

| In situ|

* Cone penetration test
* Standard penetration test
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* Well
* Piezometer
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* Nuclear densometer test
* Static load testing
* Trial pit
* Exploration geophysics

|

Laboratory|

* Atterberg limits
* California bearing ratio
* Direct shear test
* Hydrometer
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* Water content tests

Soil|

| Materials|

* Clay
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* Loam
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|

Properties|

* Soil classification
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Mechanics|

* Effective stress
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* Shear wave
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Foundations|

* Shallow
* Deep
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Retaining walls|

* Gabion
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Stability|

* Slope
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Natural disasters · list by death toll

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Hillslope|

* Soil creep
* Landslide

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* Dune

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