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Subsidence

From Wikipedia, the free encyclopedia
Not to be confused with Atmospheric subsidence.
Subsided house, called The Crooked House, the result of 19th-century mining subsidence in Staffordshire, England
Mam Tor road destroyed by subsidence and shear, near Castleton, Derbyshire

Subsidence is a general term for downward vertical movement of the Earth's surface, which can be caused by both natural processes and human activities. Subsidence involves little or no horizontal movement,[1][2] which distinguishes it from slope movement.[3]

Processes that lead to subsidence include dissolution of underlying carbonate rock by groundwater; gradual compaction of sediments; withdrawal of fluid lava from beneath a solidified crust of rock; mining; pumping of subsurface fluids, such as groundwater or petroleum; or warping of the Earth's crust by tectonic forces. Subsidence resulting from tectonic deformation of the crust is known as tectonic subsidence[1] and can create accommodation for sediments to accumulate and eventually lithify into sedimentary rock.[2]

Ground subsidence is of global concern to geologists, geotechnical engineers, surveyors, engineers, urban planners, landowners, and the public in general.[4] Pumping of groundwater or petroleum has led to subsidence of as much as 9 meters (30 ft) in many locations around the world and incurring costs measured in hundreds of millions of US dollars.[5] Land subsidence caused by groundwater withdrawal will likely increase in occurrence and related damages, primarily due to global population and economic growth, which will continue to drive higher groundwater demand.[6]

Causes

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Dissolution of limestone

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Subsidence frequently causes major problems in karst terrains, where dissolution of limestone by fluid flow in the subsurface creates voids (i.e., caves). If the roof of a void becomes too weak, it can collapse and the overlying rock and earth will fall into the space, causing subsidence at the surface. This type of subsidence can cause sinkholes which can be many hundreds of meters deep.[7]

Mining

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Several types of sub-surface mining, and specifically methods which intentionally cause the extracted void to collapse (such as pillar extraction, longwall mining and any metalliferous mining method which uses "caving" such as "block caving" or "sub-level caving") will result in surface subsidence. Mining-induced subsidence is relatively predictable in its magnitude, manifestation and extent, except where a sudden pillar or near-surface tunnel collapse occurs (usually very old workings[8]). Mining-induced subsidence is nearly always very localized to the surface above the mined area, plus a margin around the outside.[9] The vertical magnitude of the subsidence itself typically does not cause problems, except in the case of drainage (including natural drainage)–rather, it is the associated surface compressive and tensile strains, curvature, tilts and horizontal displacement that are the cause of the worst damage to the natural environment, buildings and infrastructure.[10]

Where mining activity is planned, mining-induced subsidence can be successfully managed if there is co-operation from all of the stakeholders. This is accomplished through a combination of careful mine planning, the taking of preventive measures, and the carrying out of repairs post-mining.[11]

Stabilizing damaged homes above underground mine in Bradenville PA USA
Types of ground subsidence

Extraction of petroleum and natural gas

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If natural gas is extracted from a natural gas field the initial pressure (up to 60 MPa (600 bar)) in the field will drop over the years. The pressure helps support the soil layers above the field. If the gas is extracted, the overburden pressure sediment compacts and may lead to earthquakes and subsidence at the ground level.

Since exploitation of the Slochteren (Netherlands) gas field started in the late 1960s the ground level over a 250 km2 area has dropped by a current maximum of 30 cm.[12]

Extraction of petroleum likewise can cause significant subsidence. The city of Long Beach, California, has experienced 9 meters (30 ft) over the course of 34 years of petroleum extraction, resulting in damage of over $100 million to infrastructure in the area. The subsidence was brought to a halt when secondary recovery wells pumped enough water into the oil reservoir to stabilize it.[5]

Earthquake

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Land subsidence can occur in various ways during an earthquake. Large areas of land can subside drastically during an earthquake because of offset along fault lines. Land subsidence can also occur as a result of settling and compacting of unconsolidated sediment from the shaking of an earthquake.[13]

The Geospatial Information Authority of Japan reported immediate subsidence caused by the 2011 Tōhoku earthquake.[14] In Northern Japan, subsidence of 0.50 m (1.64 ft) was observed on the coast of the Pacific Ocean in Miyako, Tōhoku, while Rikuzentakata, Iwate measured 0.84 m (2.75 ft). In the south at Sōma, Fukushima, 0.29 m (0.95 ft) was observed. The maximum amount of subsidence was 1.2 m (3.93 ft), coupled with horizontal diastrophism of up to 5.3 m (17.3 ft) on the Oshika Peninsula in Miyagi Prefecture.[15]

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San Joaquin Valley subsidence
Main article: Groundwater-related subsidence

Groundwater-related subsidence is the subsidence (or the sinking) of land resulting from groundwater extraction. It is a growing problem in the developing world as cities increase in population and water use, without adequate pumping regulation and enforcement. One estimate has 80% of serious land subsidence problems associated with the excessive extraction of groundwater,[16] making it a growing problem throughout the world.[17]

Groundwater fluctuations can also indirectly affect the decay of organic material. The habitation of lowlands, such as coastal or delta plains, requires drainage. The resulting aeration of the soil leads to the oxidation of its organic components, such as peat, and this decomposition process may cause significant land subsidence. This applies especially when groundwater levels are periodically adapted to subsidence, in order to maintain desired unsaturated zone depths, exposing more and more peat to oxygen. In addition to this, drained soils consolidate as a result of increased effective stress.[18][19] In this way, land subsidence has the potential of becoming self-perpetuating, having rates up to 5 cm/yr. Water management used to be tuned primarily to factors such as crop optimization but, to varying extents, avoiding subsidence has come to be taken into account as well.

Faulting induced

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When differential stresses exist in the Earth, these can be accommodated either by geological faulting in the brittle crust, or by ductile flow in the hotter and more fluid mantle. Where faults occur, absolute subsidence may occur in the hanging wall of normal faults. In reverse, or thrust, faults, relative subsidence may be measured in the footwall.[20]

Isostatic subsidence

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The crust floats buoyantly in the asthenosphere, with a ratio of mass below the "surface" in proportion to its own density and the density of the asthenosphere. If mass is added to a local area of the crust (e.g., through deposition), the crust subsides to compensate and maintain isostatic balance.[2]

The opposite of isostatic subsidence is known as isostatic rebound—the action of the crust returning (sometimes over periods of thousands of years) to a state of isostacy, such as after the melting of large ice sheets or the drying-up of large lakes after the last ice age. Lake Bonneville is a famous example of isostatic rebound. Due to the weight of the water once held in the lake, the earth's crust subsided nearly 200 feet (61 m) to maintain equilibrium. When the lake dried up, the crust rebounded. Today at Lake Bonneville, the center of the former lake is about 200 feet (61 m) higher than the former lake edges.[21]

Seasonal effects

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See also: Expansive clay

Many soils contain significant proportions of clay. Because of the very small particle size, they are affected by changes in soil moisture content. Seasonal drying of the soil results in a lowering of both the volume and the surface of the soil. If building foundations are above the level reached by seasonal drying, they move, possibly resulting in damage to the building in the form of tapering cracks.

Trees and other vegetation can have a significant local effect on seasonal drying of soils. Over a number of years, a cumulative drying occurs as the tree grows. That can lead to the opposite of subsidence, known as heave or swelling of the soil, when the tree declines or is felled. As the cumulative moisture deficit is reversed, which can last up to 25 years, the surface level around the tree will rise and expand laterally. That often damages buildings unless the foundations have been strengthened or designed to cope with the effect.[22]

Weight of buildings

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High buildings can create land subsidence by pressing the soil beneath with their weight. The problem is already felt in New York City, San Francisco Bay Area, Lagos.[23][24]

Impacts

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Increase of flooding potential

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Land subsidence leads to the lowering of the ground surface, altering the topography. This elevation reduction increases the risk of flooding, particularly in river flood plains[25] and delta areas.[26]

Sinking cities

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This section is an excerpt from Sinking cities.[edit]
Drivers, processes, and impacts of sinking cities[27]
Sinking cities are urban environments that are in danger of disappearing due to their rapidly changing landscapes. The largest contributors to these cities becoming unlivable are the combined effects of climate change (manifested through sea level rise, intensifying storms, and storm surge), land subsidence, and accelerated urbanization.[28] Many of the world's largest and most rapidly growing cities are located along rivers and coasts, exposing them to natural disasters. As countries continue to invest people, assets, and infrastructure into these cities, the loss potential in these areas also increases.[29] Sinking cities must overcome substantial barriers to properly prepare for today's dynamic environmental climate.

Earth fissures

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Earth fissures are linear fractures that appear on the land surface, characterized by openings or offsets. These fissures can be several meters deep, several meters wide, and extend for several kilometers. They form when the deformation of an aquifer, caused by pumping, concentrates stress in the sediment.[30] This inhomogeneous deformation results in the differential compaction of the sediments. Ground fissures develop when this tensile stress exceeds the tensile strength of the sediment.

Infrastructure damage

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Land subsidence can lead to differential settlements in buildings and other infrastructures, causing angular distortions. When these angular distortions exceed certain values, the structures can become damaged, resulting in issues such as tilting or cracking.[31][32][33]

Field measurement of subsidence

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Land subsidence causes vertical displacements (subsidence or uplift). Although horizontal displacements also occur, they are generally less significant. The following are field methods used to measure vertical and horizontal displacements in subsiding areas:

Tomás et al.[45] conducted a comparative analysis of various land subsidence monitoring techniques. The results indicated that InSAR offered the highest coverage, lowest annual cost per point of information and the highest point density. Additionally, they found that, aside from continuous acquisition systems typically installed in areas with rapid subsidence, InSAR had the highest measurement frequencies. In contrast, leveling, non-permanent GNSS, and non-permanent extensometers generally provided only one or two measurements per year.[45]

Land Subsidence Prediction

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Empirical Methods

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These methods project future land subsidence trends by extrapolating from existing data, treating subsidence as a function solely of time.[34] The extrapolation can be performed either visually or by fitting appropriate curves. Common functions used for fitting include linear, bilinear, quadratic, and/or exponential models. For example, this method has been successfully applied for predicting mining-induced subsidence.[46]

Semi-Empirical or Statistical Methods

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These approaches evaluate land subsidence based on its relationship with one or more influencing factors,[34][47] such as changes in groundwater levels, the volume of groundwater extraction, and clay content.

Theoretical Methods

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1D Model

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This model assumes that changes in piezometric levels affecting aquifers and aquitards occur only in the vertical direction.[47] It allows for subsidence calculations at a specific point using only vertical soil parameters.[48][49]

Quasi-3D Model

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Quasi-three-dimensional seepage models apply Terzaghi's one-dimensional consolidation equation to estimate subsidence, integrating some aspects of three-dimensional effects.[47][50]

3D Model

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The fully coupled three-dimensional model simulates water flow in three dimensions and calculates subsidence using Biot's three-dimensional consolidation theory.[47][51][52]

Machine learning

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Machine learning has become a new approach for tackling nonlinear problems. It has emerged as a promising method for simulating and predicting land subsidence.[53][54]

Examples

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Location Depositional environment Maximum subsidence rate (mm/year) and period Cause Impacts Remedial or protective measurements References
Bangkok, Thailand Fluvial and marine deposits from the Holocene <120 (1981) Groundwater extraction Intensification of city flooding, shoreline regression, intrusion of salt water and foundation engineering problems. Groundwater pricing policies, the expansion of tap water supply from surface sources in underserved industrial suburban areas and strict implementation of the groundwater usage ban [55]
Beijing, China Alluvial sediments >100 (2010-2011) Groundwater extraction The South-to-North Water Diversion Project Central Route (SNWDP-CR) was built to redistribute water resources. [56][57][58][59]
Datong coal field, China Jurassic and Carboniferous coal seams 17 (2003-2010)

<1146 (2022-2023)

Groundwater overpumping from mines and coal mining subsidence. Soil avalanche, landslide, mud-rock flow, surface settlement, earth fissures and surface gangue stack.. [60][61][62]
Guadalentín, Spain Alluvial and fluvial sediments >110 (1992-2012) Groundwater extraction Increase of flooding potential [63][64][42]
Gediz River Basin, Türkiye Graben filled with approximately 500 m of Pliocene and Quaternary alluvial material. 64.0 (2017-2021) Groundwater extraction and tectonics Several earth fissures and damage on buildings [65]
Jakarta, Indonesia Alluvial sediments 260 (1991-1997)

100 (1997-2002)

Groundwater extraction Cracking of permanent structures, expanded flooding areas, lowered groundwater levels, and increased inland seawater intrusion. [66][67][68]
Karapınar, Turkey Miocene–Pliocene conglomerate, sandstone, marl, limestone, tuff, and evaporites Dissolution [69]
La Unión, Spain Sandstones,conglomerates, phyllites and limestones 7 (2003-2004) Underground mining activities Collapse of one building and damage on surrounding buildings Prohibition of construction in the urban area affected by subsidence. [70][71]
México city, Mexico Alluvial and lacustrine sediments 387 (2014-2020) Groundwater extraction Development of earth fissures. Damage on buildings. [72][73]
Murcia, Spain Alluvial and fluvial sediments 26 (2004-2008) Groundwater extraction Damage on 150 buildings Closure of urban wells [74][75][76]
Patos-Marinza oil field, Albania Carbonates and siliciclastic deposits 15 (2015-2018) Extraction of petroleum [77]
San Joaquin Valley, California, USA Alluvial and lacustrine sediments. 500 (1923-1970)

80 (1921-1960)

Groundwater extraction Importation of surface water to agricultural areas in the San Joaquin Valley, California, via the California Aqueduct from the late 1960s. [78][79][34]
Sanghai, China Marine sediments 87 (2019-2020) Groundwater extraction The economic loss caused by ground subsidence in Shanghai from 2001 to 2020 amounted to over 24.57 billion yuan. Restriction of groundwater use, artificial recharge with treated river water, and adjustment of pumping patterns [80][81]
Tehran, Iran Alluvial sediments 217 (2017-2019) Groundwater extraction [41][82][83]
Venice, Italy Deltaic and lagoon deposits 1 (before 1952)

6.5 (1952-1968) 4 (2003-2010)

Groundwater extraction Decrease of groundwater extraction. Some areas were supplied from water from inland. [84][34]

See also

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References

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Wikimedia Commons has media related to Subsidence.
Look up subsidence in Wiktionary, the free dictionary.
  1. ^ a b Jackson, Julia A., ed. (1997). "subsidence". Glossary of geology (Fourth ed.). Alexandria, Virginia: American Geological Institute. ISBN 0922152349.
  2. ^ a b c Allaby, Michael (2013). "subsidence". A dictionary of geology and earth sciences (Fourth ed.). Oxford: Oxford University Press. ISBN 9780199653065.
  3. ^ Fleming, Robert W.; Varnes, David J. (1991). "Slope movements". The Heritage of Engineering Geology; the First Hundred Years: 201–218. doi:10.1130/DNAG-CENT-v3.201. ISBN 0813753031.
  4. ^ National Research Council, 1991. Mitigating losses from land subsidence in the United States. National Academies Press. 58 p.
  5. ^ a b Monroe, James S. (1992). Physical geology : exploring the Earth. St. Paul: West Pub. Co. pp. 502–503. ISBN 0314921958.
  6. ^ Herrera-García, Gerardo; Ezquerro, Pablo; Tomás, Roberto; Béjar-Pizarro, Marta; López-Vinielles, Juan; Rossi, Mauro; Mateos, Rosa M.; Carreón-Freyre, Dora; Lambert, John; Teatini, Pietro; Cabral-Cano, Enrique; Erkens, Gilles; Galloway, Devin; Hung, Wei-Chia; Kakar, Najeebullah (January 2021). "Mapping the global threat of land subsidence". Science. 371 (6524): 34–36. Bibcode:2021Sci...371...34H. doi:10.1126/science.abb8549. hdl:10045/111711. ISSN 0036-8075. PMID 33384368.
  7. ^ Waltham, T.; Bell, F.G.; Culshaw, M.G. (2005). Sinkholes and Subsidence. Karst and Cavernous Rocks in Engineering and Const. doi:10.1007/b138363. ISBN 978-3-540-20725-2.
  8. ^ Herrera, G.; Tomás, R.; López-Sánchez, J.M.; Delgado, J.; Mallorquí, J.; Duque, S.; Mulas, J. Advanced DInSAR analysis on mining areas: La Union case study (Murcia, SE Spain). Engineering Geology, 90, 148-159, 2007.
  9. ^ "Graduated Guidelines for Residential Construction (New South Wales) Volume 1" (PDF). Retrieved 2012-11-19.
  10. ^ G. Herrera, M.I. Álvarez Fernández, R. Tomás, C. González-Nicieza, J. M. Lopez-Sanchez, A.E. Álvarez Vigil. Forensic analysis of buildings affected by mining subsidence based on Differential Interferometry (Part III). Engineering Failure Analysis 24, 67-76, 2012.
  11. ^ Bauer, R.A. (2008). "Planned coal mine subsidence in Illinois: a public information booklet" (PDF). Illinois State Geological Survey Circular. 573. Retrieved 10 December 2021.
  12. ^ Subsidence lecture Archived 2004-10-30 at the Wayback Machine
  13. ^ "Earthquake Induced Land Subsidence". Retrieved 2018-06-25.
  14. ^ 平成23年(2011年)東北地方太平洋沖地震に伴う地盤沈下調査 [Land subsidence caused by 2011 Tōhoku earthquake and tsunami] (in Japanese). Geospatial Information Authority of Japan. 2011-04-14. Retrieved 2011-04-17.
  15. ^ Report date on 19 March 2011, [1] Diastrophism in Oshika Peninsula on 2011 Tōhoku earthquake and tsunami, Diastrophism in vertical 2011-03-11 M9.0, Diastrophism in horizontal 2011-03-11 M9.0 Geospatial Information Authority of Japan
  16. ^ USGS Fact Sheet-165-00 December 2000
  17. ^ Herrera-García, Gerardo; Ezquerro, Pablo; Tomás, Roberto; Béjar-Pizarro, Marta; López-Vinielles, Juan; Rossi, Mauro; Mateos, Rosa M.; Carreón-Freyre, Dora; Lambert, John; Teatini, Pietro; Cabral-Cano, Enrique; Erkens, Gilles; Galloway, Devin; Hung, Wei-Chia; Kakar, Najeebullah (January 2021). "Mapping the global threat of land subsidence". Science. 371 (6524): 34–36. Bibcode:2021Sci...371...34H. doi:10.1126/science.abb8549. hdl:10045/111711. ISSN 0036-8075. PMID 33384368.
  18. ^ a b Tomás, R.; Márquez, Y.; Lopez-Sanchez, J.M.; Delgado, J.; Blanco, P.; Mallorquí, J.J.; Martínez, M.; Herrera, M.; Mulas, J. Mapping ground subsidence induced by aquifer overexploitation using advanced Differential SAR interferometry: Vega Media of the Segura river (SE Spain) case study. Remote Sensing of Environment, 98, 269-283, 2005
  19. ^ R. Tomás, G. Herrera, J.M. Lopez-Sanchez, F. Vicente, A. Cuenca, J.J. Mallorquí. Study of the land subsidence in the Orihuela city (SE Spain) using PSI data: distribution, evolution, and correlation with conditioning and triggering factors. Engineering Geology, 115, 105-121, 2010.
  20. ^ Lee, E.Y., Novotny, J., Wagreich, M. (2019) Subsidence analysis and visualization: for sedimentary basin analysis and modelling, Springer. doi:10.1007/978-3-319-76424-5
  21. ^ Adams, K.D.; Bills, B.G. (2016). "Isostatic Rebound and Palinspastic Restoration of the Bonneville and Provo Shorelines in the Bonneville Basin, UT, NV, and ID". Developments in Earth Surface Processes. 20: 145–164. doi:10.1016/B978-0-444-63590-7.00008-1. ISBN 9780444635907.
  22. ^ Page, R.C.J. (June 1998). "Reducing the cost of subsidence damage despite global warming". Structural Survey. 16 (2): 67–75. doi:10.1108/02630809810219641.
  23. ^ Yirka, Bob. "New York City building weight contributing to subsidence drop of 1–2 millimeters per year". Phys.org. Earth's Future. Retrieved 22 January 2024.
  24. ^ Novo, Cristina (2 March 2021). "The weight of buildings contributes to the sinking of cities". Smart Water Magazine. Retrieved 22 January 2024.
  25. ^ Navarro-Hernández, María I.; Valdes-Abellan, Javier; Tomás, Roberto; Tessitore, Serena; Ezquerro, Pablo; Herrera, Gerardo (2023-09-01). "Analysing the Impact of Land Subsidence on the Flooding Risk: Evaluation Through InSAR and Modelling". Water Resources Management. 37 (11): 4363–4383. Bibcode:2023WatRM..37.4363N. doi:10.1007/s11269-023-03561-6. ISSN 1573-1650.
  26. ^ Avornyo, Selasi Yao; Minderhoud, Philip S. J.; Teatini, Pietro; Seeger, Katharina; Hauser, Leon T.; Woillez, Marie-Noëlle; Jayson-Quashigah, Philip-Neri; Mahu, Edem; Kwame-Biney, Michael; Appeaning Addo, Kwasi (2024-06-01). "The contribution of coastal land subsidence to potential sea-level rise impact in data-sparse settings: The case of Ghana's Volta delta". Quaternary Science Advances. 14: 100175. Bibcode:2024QSAdv..1400175A. doi:10.1016/j.qsa.2024.100175. ISSN 2666-0334.
  27. ^ Erkens, G.; Bucx, T.; Dam, R.; de Lange, G.; Lambert, J. (2015-11-12). "Sinking coastal cities". Proceedings of the International Association of Hydrological Sciences. 372. Copernicus GmbH: 189–198. Bibcode:2015PIAHS.372..189E. doi:10.5194/piahs-372-189-2015.
  28. ^ Fuchs, Roland (July 2010). "Cities at Risk: Asia's Coastal Cities in an Age of Climate Change". Asia Pacific Issues. 96: 1–12.
  29. ^ Sundermann, L., Schelske, O., & Hausmann, P. (2014). Mind the risk – A global ranking of cities under threat from natural disasters. Swiss Re.
  30. ^ Burbey, Thomas (2002-10-01). "The influence of faults in basin-fill deposits on land subsidence, Las Vegas Valley, Nevada, USA". Hydrogeology Journal. 10 (5): 525–538. Bibcode:2002HydJ...10..525B. doi:10.1007/s10040-002-0215-7. ISSN 1431-2174.
  31. ^ Bru, G.; Herrera, G.; Tomás, R.; Duro, J.; De la Vega, R.; Mulas, J. (2010-09-22). "Control of deformation of buildings affected by subsidence using persistent scatterer interferometry". Structure and Infrastructure Engineering: 1–13. doi:10.1080/15732479.2010.519710. ISSN 1573-2479.
  32. ^ Tomás, Roberto; García-Barba, Javier; Cano, Miguel; Sanabria, Margarita P; Ivorra, Salvador; Duro, Javier; Herrera, Gerardo (November 2012). "Subsidence damage assessment of a Gothic church using differential interferometry and field data". Structural Health Monitoring. 11 (6): 751–762. doi:10.1177/1475921712451953. hdl:10045/55037. ISSN 1475-9217.
  33. ^ Sanabria, M. P.; Guardiola-Albert, C.; Tomás, R.; Herrera, G.; Prieto, A.; Sánchez, H.; Tessitore, S. (2014-05-27). "Subsidence activity maps derived from DInSAR data: Orihuela case study". Natural Hazards and Earth System Sciences. 14 (5): 1341–1360. Bibcode:2014NHESS..14.1341S. doi:10.5194/nhess-14-1341-2014. hdl:10045/46369. ISSN 1561-8633.
  34. ^ a b c d e f Poland, J. F.; International Hydrological Programme, eds. (1984). Guidebook to studies of land subsidence due to ground-water withdrawal. Studies and reports in hydrology. Paris: Unesco. ISBN 978-92-3-102213-5.
  35. ^ Abidin, Hasanuddin Z.; Andreas, H.; Gamal, M.; Djaja, Rochman; Subarya, C.; Hirose, K.; Maruyama, Y.; Murdohardono, D.; Rajiyowiryono, H. (2005). Sansò, Fernando (ed.). "Monitoring Land Subsidence of Jakarta (Indonesia) Using Leveling, GPS Survey and InSAR Techniques". A Window on the Future of Geodesy. International Association of Geodesy Symposia. 128. Berlin, Heidelberg: Springer: 561–566. doi:10.1007/3-540-27432-4_95. ISBN 978-3-540-27432-2.
  36. ^ a b c d e Fergason, K. C.; Rucker, M. L.; Panda, B. B. (2015-11-12). "Methods for monitoring land subsidence and earth fissures in the Western USA". Proceedings of the International Association of Hydrological Sciences. 372: 361–366. Bibcode:2015PIAHS.372..361F. doi:10.5194/piahs-372-361-2015. ISSN 2199-899X.
  37. ^ Pardo, Juan Manuel; Lozano, Antonio; Herrera, Gerardo; Mulas, Joaquín; Rodríguez, Ángel (2013-11-01). "Instrumental monitoring of the subsidence due to groundwater withdrawal in the city of Murcia (Spain)". Environmental Earth Sciences. 70 (5): 1957–1963. Bibcode:2013EES....70.1957P. doi:10.1007/s12665-013-2710-7. ISSN 1866-6299.
  38. ^ Susilo, Susilo; Salman, Rino; Hermawan, Wawan; Widyaningrum, Risna; Wibowo, Sidik Tri; Lumban-Gaol, Yustisi Ardhitasari; Meilano, Irwan; Yun, Sang-Ho (2023-07-01). "GNSS land subsidence observations along the northern coastline of Java, Indonesia". Scientific Data. 10 (1): 421. Bibcode:2023NatSD..10..421S. doi:10.1038/s41597-023-02274-0. ISSN 2052-4463. PMC 10314896. PMID 37393372.
  39. ^ Hu, Bo; Chen, Junyu; Zhang, Xingfu (January 2019). "Monitoring the Land Subsidence Area in a Coastal Urban Area with InSAR and GNSS". Sensors. 19 (14): 3181. Bibcode:2019Senso..19.3181H. doi:10.3390/s19143181. ISSN 1424-8220. PMC 6679266. PMID 31330996.
  40. ^ Ikehara, Marti E. (October 1994). "Global Positioning System surveying to monitor land subsidence in Sacramento Valley, California, USA". Hydrological Sciences Journal. 39 (5): 417–429. Bibcode:1994HydSJ..39..417I. doi:10.1080/02626669409492765. ISSN 0262-6667.
  41. ^ a b Moradi, Aydin; Emadodin, Somayeh; Beitollahi, Ali; Abdolazimi, Hadi; Ghods, Babak (2023-11-15). "Assessments of land subsidence in Tehran metropolitan, Iran, using Sentinel-1A InSAR". Environmental Earth Sciences. 82 (23): 569. Bibcode:2023EES....82..569M. doi:10.1007/s12665-023-11225-2. ISSN 1866-6299.
  42. ^ a b Hu, Liuru; Navarro-Hernández, María I.; Liu, Xiaojie; Tomás, Roberto; Tang, Xinming; Bru, Guadalupe; Ezquerro, Pablo; Zhang, Qingtao (2022-10-01). "Analysis of regional large-gradient land subsidence in the Alto Guadalentín Basin (Spain) using open-access aerial LiDAR datasets". Remote Sensing of Environment. 280: 113218. Bibcode:2022RSEnv.28013218H. doi:10.1016/j.rse.2022.113218. hdl:10045/126163. ISSN 0034-4257.
  43. ^ Davis, E.; Wright, C.; Demetrius, S.; Choi, J.; Craley, G. (2000-06-19). "Precise Tiltmeter Subsidence Monitoring Enhances Reservoir Management". All Days. OnePetro. doi:10.2118/62577-MS.
  44. ^ Andreas, Heri; Abidin, Hasanuddin Zainal; Sarsito, Dina Anggreni; Pradipta, Dhota (2019). "The investigation on high-rise building tilting from the issue of land subsidence in Jakarta City". MATEC Web of Conferences. 270: 06002. doi:10.1051/matecconf/201927006002. ISSN 2261-236X.
  45. ^ a b Tomás, R.; Romero, R.; Mulas, J.; Marturià, J. J.; Mallorquí, J. J.; Lopez-Sanchez, J. M.; Herrera, G.; Gutiérrez, F.; González, P. J.; Fernández, J.; Duque, S.; Concha-Dimas, A.; Cocksley, G.; Castañeda, C.; Carrasco, D. (2014-01-01). "Radar interferometry techniques for the study of ground subsidence phenomena: a review of practical issues through cases in Spain". Environmental Earth Sciences. 71 (1): 163–181. Bibcode:2014EES....71..163T. doi:10.1007/s12665-013-2422-z. ISSN 1866-6299.
  46. ^ Alam, A. K. M. Badrul; Fujii, Yoshiaki; Eidee, Shaolin Jahan; Boeut, Sophea; Rahim, Afikah Binti (2022-08-30). "Prediction of mining-induced subsidence at Barapukuria longwall coal mine, Bangladesh". Scientific Reports. 12 (1): 14800. Bibcode:2022NatSR..1214800A. doi:10.1038/s41598-022-19160-1. ISSN 2045-2322. PMC 9427737. PMID 36042276.
  47. ^ a b c d Xu, Y. S.; Shen, S. L.; Bai, Y. (2006-05-15). "State-of-the-Art of Land Subsidence Prediction due to Groundwater Withdrawal in China". Underground Construction and Ground Movement. Reston, VA: American Society of Civil Engineers: 58–65. doi:10.1061/40867(199)5. ISBN 978-0-7844-0867-4.
  48. ^ Lees, Matthew; Knight, Rosemary; Smith, Ryan (June 2022). "Development and Application of a 1D Compaction Model to Understand 65 Years of Subsidence in the San Joaquin Valley". Water Resources Research. 58 (6). Bibcode:2022WRR....5831390L. doi:10.1029/2021WR031390. ISSN 0043-1397.
  49. ^ Tomás, R.; Herrera, G.; Delgado, J.; Lopez-Sanchez, J. M.; Mallorquí, J. J.; Mulas, J. (2010-02-26). "A ground subsidence study based on DInSAR data: Calibration of soil parameters and subsidence prediction in Murcia City (Spain)". Engineering Geology. 111 (1): 19–30. Bibcode:2010EngGe.111...19T. doi:10.1016/j.enggeo.2009.11.004. ISSN 0013-7952.
  50. ^ Zhu, Yan; Shi, Liangsheng; Wu, Jingwei; Ye, Ming; Cui, Lihong; Yang, Jinzhong (2016-05-12). "Regional Quasi-Three-Dimensional Unsaturated-Saturated Water Flow Model Based on a Vertical-Horizontal Splitting Concept". Water. 8 (5): 195. doi:10.3390/w8050195. ISSN 2073-4441.
  51. ^ Bonì, Roberta; Meisina, Claudia; Teatini, Pietro; Zucca, Francesco; Zoccarato, Claudia; Franceschini, Andrea; Ezquerro, Pablo; Béjar-Pizarro, Marta; Antonio Fernández-Merodo, José; Guardiola-Albert, Carolina; Luis Pastor, José; Tomás, Roberto; Herrera, Gerardo (2020-06-01). "3D groundwater flow and deformation modelling of Madrid aquifer". Journal of Hydrology. 585: 124773. Bibcode:2020JHyd..58524773B. doi:10.1016/j.jhydrol.2020.124773. hdl:10045/103419. ISSN 0022-1694.
  52. ^ Ye, Shujun; Luo, Yue; Wu, Jichun; Yan, Xuexin; Wang, Hanmei; Jiao, Xun; Teatini, Pietro (2016-05-01). "Three-dimensional numerical modeling of land subsidence in Shanghai, China". Hydrogeology Journal. 24 (3): 695–709. Bibcode:2016HydJ...24..695Y. doi:10.1007/s10040-016-1382-2. ISSN 1435-0157.
  53. ^ Liu, Jianxin; Liu, Wenxiang; Allechy, Fabrice Blanchard; Zheng, Zhiwen; Liu, Rong; Kouadio, Kouao Laurent (2024-02-14). "Machine learning-based techniques for land subsidence simulation in an urban area". Journal of Environmental Management. 352: 120078. Bibcode:2024JEnvM.35220078L. doi:10.1016/j.jenvman.2024.120078. ISSN 0301-4797. PMID 38232594.
  54. ^ Li, Huijun; Zhu, Lin; Dai, Zhenxue; Gong, Huili; Guo, Tao; Guo, Gaoxuan; Wang, Jingbo; Teatini, Pietro (December 2021). "Spatiotemporal modeling of land subsidence using a geographically weighted deep learning method based on PS-InSAR". Science of the Total Environment. 799: 149244. Bibcode:2021ScTEn.79949244L. doi:10.1016/j.scitotenv.2021.149244. ISSN 0048-9697. PMID 34365261.
  55. ^ Phien-wej, N.; Giao, P. H.; Nutalaya, P. (2006-02-02). "Land subsidence in Bangkok, Thailand". Engineering Geology. 82 (4): 187–201. doi:10.1016/j.enggeo.2005.10.004. ISSN 0013-7952.
  56. ^ Chen, Mi; Tomás, Roberto; Li, Zhenhong; Motagh, Mahdi; Li, Tao; Hu, Leyin; Gong, Huili; Li, Xiaojuan; Yu, Jun; Gong, Xulong (June 2016). "Imaging Land Subsidence Induced by Groundwater Extraction in Beijing (China) Using Satellite Radar Interferometry". Remote Sensing. 8 (6): 468. Bibcode:2016RemS....8..468C. doi:10.3390/rs8060468. ISSN 2072-4292.
  57. ^ Hu, Leyin; Dai, Keren; Xing, Chengqi; Li, Zhenhong; Tomás, Roberto; Clark, Beth; Shi, Xianlin; Chen, Mi; Zhang, Rui; Qiu, Qiang; Lu, Yajun (2019-10-01). "Land subsidence in Beijing and its relationship with geological faults revealed by Sentinel-1 InSAR observations". International Journal of Applied Earth Observation and Geoinformation. 82: 101886. Bibcode:2019IJAEO..8201886H. doi:10.1016/j.jag.2019.05.019. hdl:10045/93393. ISSN 1569-8432.
  58. ^ Zhu, Lin; Gong, Huili; Chen, Yun; Wang, Shufang; Ke, Yinhai; Guo, Gaoxuan; Li, Xiaojuan; Chen, Beibei; Wang, Haigang; Teatini, Pietro (2020-10-01). "Effects of Water Diversion Project on groundwater system and land subsidence in Beijing, China". Engineering Geology. 276: 105763. Bibcode:2020EngGe.27605763Z. doi:10.1016/j.enggeo.2020.105763. ISSN 0013-7952.
  59. ^ YANG, Cheng-hong; DING, Tao (2011-11-20). "Study on the Survey Datum Construction for the Middle Route of South-to-North Water Diversion Project". South-to-North Water Diversion and Water Science & Technology. 9 (1): 26–28. doi:10.3724/sp.j.1201.2011.01026 (inactive 1 November 2024). ISSN 1672-1683.{{cite journal}}: CS1 maint: DOI inactive as of November 2024 (link)
  60. ^ Fu, Peiyi; Ge, Yonghui; Ma, Chao; Jia, Xiuming; Shan, Xinjian; Li, Fangfang; Zhang, Xiaoke (October 2009). "A Study of Land Subsidence by Radar Remote Sensing at Datong Jurassic & Carboniferous Period Coalfield". 2009 2nd International Congress on Image and Signal Processing. IEEE. pp. 1–4. doi:10.1109/cisp.2009.5304493. ISBN 978-1-4244-4129-7.
  61. ^ Yang, Cheng-sheng; Zhang, Qin; Zhao, Chao-ying; Wang, Qing-liang; Ji, Ling-yun (2014-04-01). "Monitoring land subsidence and fault deformation using the small baseline subset InSAR technique: A case study in the Datong Basin, China". Journal of Geodynamics. 75: 34–40. doi:10.1016/j.jog.2014.02.002. ISSN 0264-3707.
  62. ^ Hu, Liuru; Tang, Xinming; Tomás, Roberto; Li, Tao; Zhang, Xiang; Li, Zhiwei; Yao, Jiaqi; Lu, Jing (2024-07-01). "Monitoring surface deformation dynamics in the mining subsidence area using LT-1 InSAR interferometry: A case study of Datong, China". International Journal of Applied Earth Observation and Geoinformation. 131: 103936. doi:10.1016/j.jag.2024.103936. ISSN 1569-8432.
  63. ^ Bonì, Roberta; Herrera, Gerardo; Meisina, Claudia; Notti, Davide; Béjar-Pizarro, Marta; Zucca, Francesco; González, Pablo J.; Palano, Mimmo; Tomás, Roberto; Fernández, José; Fernández-Merodo, José Antonio; Mulas, Joaquín; Aragón, Ramón; Guardiola-Albert, Carolina; Mora, Oscar (2015-11-23). "Twenty-year advanced DInSAR analysis of severe land subsidence: The Alto Guadalentín Basin (Spain) case study". Engineering Geology. 198: 40–52. Bibcode:2015EngGe.198...40B. doi:10.1016/j.enggeo.2015.08.014. hdl:10045/50008. ISSN 0013-7952.
  64. ^ Navarro-Hernández, María I.; Valdes-Abellan, Javier; Tomás, Roberto; Tessitore, Serena; Ezquerro, Pablo; Herrera, Gerardo (2023-09-01). "Analysing the Impact of Land Subsidence on the Flooding Risk: Evaluation Through InSAR and Modelling". Water Resources Management. 37 (11): 4363–4383. Bibcode:2023WatRM..37.4363N. doi:10.1007/s11269-023-03561-6. ISSN 1573-1650.
  65. ^ Navarro-Hernández, María I.; Tomás, Roberto; Valdes-Abellan, Javier; Bru, Guadalupe; Ezquerro, Pablo; Guardiola-Albert, Carolina; Elçi, Alper; Batkan, Elif Aysu; Caylak, Baris; Ören, Ali Hakan; Meisina, Claudia; Pedretti, Laura; Rygus, Michelle (2023-12-20). "Monitoring land subsidence induced by tectonic activity and groundwater extraction in the eastern Gediz River Basin (Türkiye) using Sentinel-1 observations". Engineering Geology. 327: 107343. Bibcode:2023EngGe.32707343N. doi:10.1016/j.enggeo.2023.107343. hdl:10045/138185. ISSN 0013-7952.
  66. ^ Abidin, Hasanuddin Z.; Andreas, H.; Gamal, M.; Djaja, Rochman; Subarya, C.; Hirose, K.; Maruyama, Y.; Murdohardono, D.; Rajiyowiryono, H. (2005). Sansò, Fernando (ed.). "Monitoring Land Subsidence of Jakarta (Indonesia) Using Leveling, GPS Survey and InSAR Techniques". A Window on the Future of Geodesy. International Association of Geodesy Symposia. 128. Berlin, Heidelberg: Springer: 561–566. doi:10.1007/3-540-27432-4_95. ISBN 978-3-540-27432-2.
  67. ^ Widodo, Joko; Herlambang, Arie; Sulaiman, Albertus; Razi, Pakhrur; Yohandri; Perissin, Daniele; Kuze, Hiroaki; Sri Sumantyo, Josaphat Tetuko (April 2019). "Land subsidence rate analysis of Jakarta Metropolitan Region based on D-InSAR processing of Sentinel data C-Band frequency". Journal of Physics: Conference Series. 1185 (1): 012004. Bibcode:2019JPhCS1185a2004W. doi:10.1088/1742-6596/1185/1/012004. ISSN 1742-6588.
  68. ^ Hakim, Wahyu Luqmanul; Achmad, Arief Rizqiyanto; Eom, Jinah; Lee, Chang-Wook (2020-12-14). "Land Subsidence Measurement of Jakarta Coastal Area Using Time Series Interferometry with Sentinel-1 SAR Data". Journal of Coastal Research. 102 (sp1). doi:10.2112/SI102-010.1. ISSN 0749-0208.
  69. ^ Orhan, Osman; Oliver-Cabrera, Talib; Wdowinski, Shimon; Yalvac, Sefa; Yakar, Murat (January 2021). "Land Subsidence and Its Relations with Sinkhole Activity in Karapınar Region, Turkey: A Multi-Sensor InSAR Time Series Study". Sensors. 21 (3): 774. Bibcode:2021Senso..21..774O. doi:10.3390/s21030774. ISSN 1424-8220. PMC 7865528. PMID 33498896.
  70. ^ Herrera, G.; Tomás, R.; Lopez-Sanchez, J.M.; Delgado, J.; Mallorqui, J.J.; Duque, S.; Mulas, J. (March 2007). "Advanced DInSAR analysis on mining areas: La Union case study (Murcia, SE Spain)". Engineering Geology. 90 (3–4): 148–159. Bibcode:2007EngGe..90..148H. doi:10.1016/j.enggeo.2007.01.001. hdl:2117/12906. ISSN 0013-7952.
  71. ^ Herrera, G.; Álvarez Fernández, M.I.; Tomás, R.; González-Nicieza, C.; López-Sánchez, J.M.; Álvarez Vigil, A.E. (September 2012). "Forensic analysis of buildings affected by mining subsidence based on Differential Interferometry (Part III)". Engineering Failure Analysis. 24: 67–76. doi:10.1016/j.engfailanal.2012.03.003. hdl:20.500.12468/749. ISSN 1350-6307.
  72. ^ Ortiz-Zamora, Dalia; Ortega-Guerrero, Adrian (January 2010). "Evolution of long-term land subsidence near Mexico City: Review, field investigations, and predictive simulations". Water Resources Research. 46 (1). Bibcode:2010WRR....46.1513O. doi:10.1029/2008WR007398. ISSN 0043-1397.
  73. ^ Cigna, Francesca; Tapete, Deodato (2021-02-01). "Present-day land subsidence rates, surface faulting hazard and risk in Mexico City with 2014–2020 Sentinel-1 IW InSAR". Remote Sensing of Environment. 253: 112161. Bibcode:2021RSEnv.25312161C. doi:10.1016/j.rse.2020.112161. ISSN 0034-4257.
  74. ^ Tomas, R.; Herrera, G.; Cooksley, G.; Mulas, J. (2011-04-11). "Persistent Scatterer Interferometry subsidence data exploitation using spatial tools: The Vega Media of the Segura River Basin case study". Journal of Hydrology. 400 (3): 411–428. Bibcode:2011JHyd..400..411T. doi:10.1016/j.jhydrol.2011.01.057. ISSN 0022-1694.
  75. ^ Tomás, R.; Herrera, G.; Delgado, J.; Lopez-Sanchez, J. M.; Mallorquí, J. J.; Mulas, J. (2010-02-26). "A ground subsidence study based on DInSAR data: Calibration of soil parameters and subsidence prediction in Murcia City (Spain)". Engineering Geology. 111 (1): 19–30. Bibcode:2010EngGe.111...19T. doi:10.1016/j.enggeo.2009.11.004. ISSN 0013-7952.
  76. ^ Tomás, Roberto; Márquez, Yolanda; Lopez-Sanchez, Juan M.; Delgado, José; Blanco, Pablo; Mallorquí, Jordi J.; Martínez, Mónica; Herrera, Gerardo; Mulas, Joaquín (2005-10-15). "Mapping ground subsidence induced by aquifer overexploitation using advanced Differential SAR Interferometry: Vega Media of the Segura River (SE Spain) case study". Remote Sensing of Environment. 98 (2): 269–283. Bibcode:2005RSEnv..98..269T. doi:10.1016/j.rse.2005.08.003. ISSN 0034-4257.
  77. ^ Métois, Marianne; Benjelloun, Mouna; Lasserre, Cécile; Grandin, Raphaël; Barrier, Laurie; Dushi, Edmond; Koçi, Rexhep (2020-03-24). "Subsidence associated with oil extraction, measured from time series analysis of Sentinel-1 data: case study of the Patos-Marinza oil field, Albania". Solid Earth. 11 (2): 363–378. Bibcode:2020SolE...11..363M. doi:10.5194/se-11-363-2020. ISSN 1869-9510.
  78. ^ Smith, Ryan (November 2023). "Aquifer Stress History Contributes to Historic Shift in Subsidence in the San Joaquin Valley, California". Water Resources Research. 59 (11). Bibcode:2023WRR....5935804S. doi:10.1029/2023WR035804. ISSN 0043-1397.
  79. ^ Johnson, A.I. (1992). National contributions by TC12 land subsidence committee members. USA. Proc. 12th Int. Conf. Soil Mech. and Found. Eng. pp. 3211–3214.
  80. ^ Zhang, Zhihua; Hu, Changtao; Wu, Zhihui; Zhang, Zhen; Yang, Shuwen; Yang, Wang (2023-05-17). "Monitoring and analysis of ground subsidence in Shanghai based on PS-InSAR and SBAS-InSAR technologies". Scientific Reports. 13 (1): 8031. Bibcode:2023NatSR..13.8031Z. doi:10.1038/s41598-023-35152-1. ISSN 2045-2322. PMC 10192325. PMID 37198287.
  81. ^ Xu, Ye-Shuang; Ma, Lei; Du, Yan-Jun; Shen, Shui-Long (2012-09-01). "Analysis of urbanisation-induced land subsidence in Shanghai". Natural Hazards. 63 (2): 1255–1267. Bibcode:2012NatHa..63.1255X. doi:10.1007/s11069-012-0220-7. ISSN 1573-0840.
  82. ^ Yousefi, Roghayeh; Talebbeydokhti, Nasser (2021-06-01). "Subsidence monitoring by integration of time series analysis from different SAR images and impact assessment of stress and aquitard thickness on subsidence in Tehran, Iran". Environmental Earth Sciences. 80 (11): 418. Bibcode:2021EES....80..418Y. doi:10.1007/s12665-021-09714-3. ISSN 1866-6299.
  83. ^ Motagh, Mahdi; Walter, Thomas R.; Sharifi, Mohammad Ali; Fielding, Eric; Schenk, Andreas; Anderssohn, Jan; Zschau, Jochen (August 2008). "Land subsidence in Iran caused by widespread water reservoir overexploitation". Geophysical Research Letters. 35 (16). Bibcode:2008GeoRL..3516403M. doi:10.1029/2008GL033814. ISSN 0094-8276.
  84. ^ Tosi, Luigi; Teatini, Pietro; Strozzi, Tazio (2013-09-26). "Natural versus anthropogenic subsidence of Venice". Scientific Reports. 3 (1): 2710. Bibcode:2013NatSR...3.2710T. doi:10.1038/srep02710. ISSN 2045-2322. PMC 3783893. PMID 24067871.
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