Relevant bibliographies by topics / Monitoring of airport ground movements

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Monitoring of airport ground movements'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Monitoring of airport ground movements"

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Guclu, Orhan Ertugrul, and Cem Cetek. "Analysis of aircraft ground traffic flow and gate utilisation using a hybrid dynamic gate and taxiway assignment algorithm." Aeronautical Journal 121, no. 1240 (April 10, 2017): 721–45. http://dx.doi.org/10.1017/aer.2017.20.

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ABSTRACTThe rapid increase in the demand for air transportation over the last four decades has led to serious capacity problems for both the airside and landside components of major airports. The efficient management of existing airside resources seems to be the most effective and practical approach to overcome these capacity and traffic flow problems. Although integrated management of aircraft parking position assignments and ground movement planning processes are vital for the effective use of resources and for efficient operations, the current practice is that these processes are handled separately by different agents. This study proposes a hybrid dynamic system, an integrated methodology of taxi path and gate assignment using a knowledge-based decision-making approach to model effectively time-variant and realistic operational features of aircraft gate management and route planning. The model assigns the most suitable parking positions with minimum taxi time and taxi delay among a reduced solution set, satisfying pre-defined decision criteria as well as monitoring ground movements and, if necessary, reassigning new taxi paths and parking positions in real time. Both the proposed integrated methodology and the separate gate assignment and ground management operations currently in use were implemented, analysed and compared in a fast-time simulation model of Istanbul Ataturk Airport (LTBA). The hybrid dynamic assignment model provided significant improvements in taxi times, ground delays and gate utilisation.
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Geng, Zeng Xian, Yi Fei Zhao, and Zhi Jian Ye. "Research of A-SMGCS System for Complex Airport." Applied Mechanics and Materials 143-144 (December 2011): 341–45. http://dx.doi.org/10.4028/www.scientific.net/amm.143-144.341.

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According the present complicated and lacks of high-leveled automation ground operation supporting system, based on the concept of ICAO'S A-SMGCS (advanced surface movement guidance and control systems) and the existed facilities of the airport, this paper focuses on the research of a new ground operation supporting system in accordance with A-SMGCS, including the basis system hardware, the surveillance ground monitoring subsystem and the lighting subsystem, etc. The system is capable of not only detecting and predicting the traffic conflicts on the ground but also providing solutions and suggestions. Meanwhile the system can help controllers to arrange and use the airport resources so as to reduce the ground holding time and delay time.
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Zhang, L., J. Wu, J. Zhao, and M. Yuan. "MONITORING GROUND DEFORMATION OF SUBWAY AREA DURING THE CONSTRUCTION BASED ON THE METHOD OF MULTI-TEMPORAL COHERENT TARGETS ANALYSIS." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-3 (April 30, 2018): 2273–76. http://dx.doi.org/10.5194/isprs-archives-xlii-3-2273-2018.

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Multi-temporal coherent targets analysis is a high-precision and high-spatial-resolution monitoring method for urban surface deformation based on Differential Synthetic Aperture Radar (DInSAR), and has been successfully applied to measure land subsidence, landslide and strain accumulation caused by fault movement and so on. In this paper, the multi-temporal coherent targets analysis is used to study the settlement of subway area during the period of subway construction. The eastern extension of Shanghai Metro Line. 2 is taking as an example to study the subway settlement during the construction period. The eastern extension of Shanghai Metro Line. 2 starts from Longyang Road and ends at Pudong airport. Its length is 29.9 kilometers from east to west and it is a key transportation line to the Pudong Airport. 17 PalSAR images during 2007 and 2010 are applied to analyze and invert the settlement of the buildings nearby the subway based on the multi-temporal coherent targets analysis. But there are three significant deformation areas nearby the Line 2 between 2007 and 2010, with maximum subsidence rate up to 30 mm/y in LOS. The settlement near the Longyang Road station and Chuansha Town are both caused by newly construction and city expansion. The deformation of the coastal dikes suffer from heavy settlement and the rate is up to −30 mm/y. In general, the area close to the subway line is relatively stable during the construction period.
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Werner, Jeffery R., Charles J. Krebs, Scott A. Donker, Rudy Boonstra, and Michael J. Sheriff. "Arctic ground squirrel population collapse in the boreal forests of the Southern Yukon." Wildlife Research 42, no. 2 (2015): 176. http://dx.doi.org/10.1071/wr14240.

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Context The arctic ground squirrel (Urocitellus parryii) comprised 17% of the biomass of herbivores in the Yukon boreal forest during the summer months from 1987 to 1996 and was responsible for 23% of the energy flow at the herbivore level. By 2000, ground squirrel populations in this region collapsed to nearly zero and have remained there. Aims We summarise the population monitoring (since 1975) and recent experimental work that has been done on this key herbivore in the Kluane area of the southern Yukon to test one mechanistic hypothesis as the possible explanation for this population collapse and subsequent lack of recovery: predation. Methods Ground squirrels are the preferred summer prey of bird and mammal predators when snowshoe hare (Lepus americanus) populations are declining. We used translocations into formerly occupied habitat and radiotelemetry to determine movements and causes of death from 2009 to 2014. We surveyed 158 sites between 2008 and 2013 to measure the disappearance of colonies in alpine and forest habitats over 25 000 km2. Key results Ground squirrels from 2000 to 2013 comprised a small fraction of the herbivore biomass in the boreal forest zone, down from 17% earlier. Most forest populations (~95%) are currently extinct, whereas just over half (65%) of low-elevation meadow populations are locally extinct. One hypothesis is that ground squirrels in the forest have been driven into a predator pit from which they cannot recover. They remain abundant in alpine tundra (93% occupancy rate) and around airport runways and human habitations (97% occupancy), but there is no apparent dispersal from alpine areas down into the boreal forest. Conclusion The predator pit hypothesis is a likely explanation for the initial collapse and sustained decline in population size from 2000 to 2013. Recent attenuation of the hare cycle and milder winter climate have allowed shrubs to expand throughout the forest, thereby reducing visibility and increasing predation risk. This conclusion will be tested in further research using reintroductions to formerly occupied sites. Implication If the loss of this herbivore from the boreal forest is not reversed, predator pressure on the other major herbivores of the montane forest zone is likely to change significantly.
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Barla, Giovanni, Andrea Tamburini, Sara Del Conte, and Chiara Giannico. "InSAR monitoring of tunnel induced ground movements." Geomechanics and Tunnelling 9, no. 1 (February 2016): 15–22. http://dx.doi.org/10.1002/geot.201500052.

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Antonello, G., N. Casagli, P. Farina, D. Leva, G. Nico, A. J. Sieber, and D. Tarchi. "Ground-based SAR interferometry for monitoring mass movements." Landslides 1, no. 1 (March 1, 2004): 21–28. http://dx.doi.org/10.1007/s10346-003-0009-6.

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Yuliana, Dina, Kristiono Setyadi, and Pribadi Asih. "Pengalaman Penumpang Terhadap Penerapan Digitalisasi Fasilitas Bandara di Bandara Udara Kualanamu Medan." WARTA ARDHIA 46, no. 2 (February 25, 2021): 84–95. http://dx.doi.org/10.25104/wa.v46i2.387.84-95.

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PT Angkasa Pura II manages Kualanamu Medan Airport. Kualanamu Airport has been develop airport digital facilities. The development of facility technology has aim to improve services for passengers and efficiency of airport operations. This research aims to identify passengers experience in order to improve services through digitizing airport facilities. The research method used descriptive analysis, multiple response analysis and crosstab (cross tabulation). The results has been show that Kualanamu Airport is smart (71.42%). Passengers need technological innovation and realtime facilities to help them in airport. Technological innovation required ie facilities for monitoring baggage and online reservations (74%), applications for shopping / restaurant / entertainmentat airports (73%), customs (70%), vehicle parking (69%) and check in (66%). Realtime Facility required ie facility for check-in (71%), flight schedules and monitoring of baggage movements (64%), airport information facilitiy and boarding gates (63%), vehicle parking at the airport (58%) and customs (54%).
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Sandhyavitri, Ari, and Fiqri Fansyuri. "Evaluation and Projection of Airport Landing Movement Areas based on Statistical Analyses, ICAO 2013 Manuals and KM 44, 2002 Regulation." Journal of Innovation and Technology 1, no. 2 (October 30, 2020): 12–17. http://dx.doi.org/10.31629/jit.v1i2.3167.

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This article demonstrated how to calculate an airport landing movement in systematic five main stages encompassing; (i) data collection (including passengers data, aircraft movements, population, GDP, per capita income, cargos movement, temperatures, ground elevation, slope surface, wind speed, and aircraft characteristics), (ii) forecasting the future traffic demands, (iii) calculating aerodrome reference field length (ARFL), (iv) define aerodrome reference code (ARF), and (v) calculate runway dimensions, taxiways, and apron areas. This article has selected Hang Nadim International Airport (HIA) as a case study. It was identified that the aircraft movements in this airport have increased by an average of 7.30% every year in the periods of 2007 to 2016. This Airport has an existing apron with a capacity of 13 aircraft, while the apron currently has to accommodate 19 aircraft. Therefore, to anticipate future demand. This research evaluated and forecasted the requirements standard for the airport landing movement areas in 2026. Based on the International Civil Aviation Organization (ICAO) 2013 manuals and KM 44, 2002 regulation concerning the National Airport Regulation. This article recommended that the existing runway and taxiways would be adequate to facilitate future aircraft movements up to 2026. However, the apron requires to be expanded to 1,600 m x 150 m (which a capacity of 31 aircraft) for accommodating the apron requirements standard in 2026.
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Gagliardi, Valerio, Luca Bianchini Ciampoli, Sebastiano Trevisani, Fabrizio D’Amico, Amir M. Alani, Andrea Benedetto, and Fabio Tosti. "Testing Sentinel-1 SAR Interferometry Data for Airport Runway Monitoring: A Geostatistical Analysis." Sensors 21, no. 17 (August 27, 2021): 5769. http://dx.doi.org/10.3390/s21175769.

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Multi-Temporal Interferometric Synthetic Aperture Radar (MT-InSAR) techniques are gaining momentum in the assessment and health monitoring of infrastructure assets. Amongst others, the Persistent Scatterers Interferometry (PSI) technique has proven to be viable for the long-term evaluation of ground scatterers. However, its effectiveness as a routine tool for certain critical application areas, such as the assessment of millimetre-scale differential displacements in airport runways, is still debated. This research aims to demonstrate the viability of using medium-resolution Copernicus ESA Sentinel-1A (C-Band) SAR products and their contribution to improve current maintenance strategies in case of localised foundation settlements in airport runways. To this purpose, “Runway n.3” of the “Leonardo Da Vinci International Airport” in Fiumicino, Rome, Italy was investigated as an explanatory case study, in view of historical geotechnical settlements affecting the runway area. In this context, a geostatistical study is developed for the exploratory spatial data analysis and the interpolation of the Sentinel-1A SAR data. The geostatistical analysis provided ample information on the spatial continuity of the Sentinel 1 data in comparison with the high-resolution COSMO-SkyMed data and the ground-based topographic levelling data. Furthermore, a comparison between the PSI outcomes from the Sentinel-1A SAR data—interpolated through Ordinary Kriging—and the ground-truth topographic levelling data demonstrated the high accuracy of the Sentinel 1 data. This is proven by the high values of the correlation coefficient (r = 0.94), the multiple R-squared coefficient (R2 = 0.88) and the Slope value (0.96). The results of this study clearly support the effectiveness of using Sentinel-1A SAR data as a continuous and long-term routine monitoring tool for millimetre-scale displacements in airport runways, paving the way for the development of more efficient and sustainable maintenance strategies for inclusion in next generation Airport Pavement Management Systems (APMSs).
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Fakhri, F., and R. Kalliola. "Geohazard risk assessment using high resolution SAR interferometric techniques: a case study of Larissa National Airport Central Greece." Natural Hazards and Earth System Sciences Discussions 2, no. 7 (July 28, 2014): 4743–63. http://dx.doi.org/10.5194/nhessd-2-4743-2014.

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Abstract. The possibility of use the productions of Earth Resource Satellite (ERS-1/2) and Advanced Environment Satellite ENVISAT SAR (Synthetic Aperture Radar) C-band have given the potential to detect and estimate the time series of dynamic ground deformation within high spatial and temporal resolution. The Larissa National Airport is suffering from continued ground deformation as evidenced by the presence of ground fissures and sinkholes as well as observed land subsidence. This study uses two Synthetic Aperture Radar interferometric techniques (InSAR) to detect short- and long-term ground deformation dynamics in the airport using the GAMMA Software (S/W). The results indicate complex subsidence and uplift processes at ranges between −15 and 25 mm a−1 to co-occur in different parts of the study region. Some of these changes may be attributed to tectonic fault movements but some of the observed ground deformation processes are more likely to result from human induced changes in the groundwater level and expansive soils.
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Dissertations / Theses on the topic "Monitoring of airport ground movements"

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Drápal, Stanislav. "Využití SSR módu S pro řízení pohybů letadel a vozidel po ploše letiště." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2015. http://www.nusl.cz/ntk/nusl-232018.

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The topic of this thesis relates to the state-of-art technologies and systems used for airport ground movements monitoring and guidance. Emphasis is placed on mode S of SSR, its characteristics, applications and avionics requirements. This thesis further comprises analysis of Brno - Turany Airport and it presents a new multilateration system including economical analysis, which would be used for aerodrome ground movements monitoring.
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Mičkal, Ondřej. "Optimalizace prostředků ZLT na letišti Ostrava (náhrada pojezdového radaru)." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2011. http://www.nusl.cz/ntk/nusl-229452.

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This diploma thesis discusses and compares the current technologies and systems that are used to monitor and control movements on the airport surface. The paper presents the basic characteristics, operational principles and possibilities. Comparison provides an overview of their strengths and limitations in operational use. It also deals with this issue at the Ostrava Leos Janacek Airport, describes current situation and suggests how to solve problems associated with the introduction of CAT III precision approach and landing as well as monitoring and controlling of movements on the airfield under poor weather conditions.
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Schilizzi, Paul P. G. "Monitoring and prediction of surface movements above underground mines in the eastern U.S. coalfields." Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/53658.

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The increased impact on mine subsidence during the recent years led to the development of two semi-empirical prediction methods for the eastern United States coalfields. The methods are based on an extensive data bank, which includes a total of twenty three panels, from nine case studies, which were instrumented during this research effort. An extensive field monitoring program, utilizing a digital computer tacheometer, was developed and implemented for this purpose. The first prediction method using a profile function, provides a fast and convenient method for prediction of vertical movements above mine panels of uniform geometry. More specifically the hyperbolic tangent function is utilized, as adapted to regional data. The developed model is capable of accurate general predictions for the Eastem U.S. coalfields. The second method is based on the Budryk-Knothe influence function. The parameters used in this method were mainly determined from the monitored case studies. The use of such a method requires primarily a computer, however, it can negotiate mine sections of complex conditions and can calculate subsidence as well as any other mode of deformation on the surface. For the prediction of the parameters required for the application of both methods a number of relationships between mining and subsidence factors were established through the analysis of the collected data. Computer software were developed for the analysis of the data as well as for the application of the prediction methods.
Ph. D.
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Kenner, Robert. "Genesis, conservation and deformation of ice-rich mountain permafrost:." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2018. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-236283.

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This thesis analyses ice-rich mountain permafrost with regard to its genesis, distribution, deformation and interaction with other environmental factors. The processes influencing ground ice formation in ice-rich and ice-poor mountain permafrost are highlighted. Factors influencing the presence of ice-rich permafrost are identified and their individual or combined effect on frozen ground is determined. Based on these findings, a new permafrost distribution map of Switzerland was created, which specifies permafrost temperature and ice contents and considers rock glacier creep paths. The deformation of rock glaciers is investigated with newly developed monitoring systems and concepts. This enables a better understanding of the processes leading to rock glacier acceleration at different time scales.
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Atefi, Monfared Kamelia. "Monitoring Oil Reservoir Deformations by Measuring Ground Surface Movements." Thesis, 2009. http://hdl.handle.net/10012/4966.

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It has long been known that any activity that results in changes in subsurface pressure, such as hydrocarbon production or waste or water reinjection, also causes underground deformations and movement, which can be described in terms of volumetric changes. Such deformations induce surface movement, which has a significant environmental impact. Induced surface deformations are measurable as vertical displacements; horizontal displacements; and tilts, which are the gradient of the surface deformation. The initial component of this study is a numerical model developed in C++ to predict and calculate surface deformations based on assumed subsurface volumetric changes occurring in a reservoir. The model is based on the unidirectional expansion technique using equations from Okada’s theory of dislocations (Okada, 1985). A second numerical model calculates subsurface volumetric changes based on surface deformation measurements, commonly referred to as solving for the inverse case. The inverse case is an ill-posed problem because the input is comprised of measured values that contain error. A regularization technique was therefore developed to help solve the ill-posed problem. A variety of surface deformation data sets were analyzed in order to determine the surface deformation input data that would produce the best solution and the optimum reconstruction of the initial subsurface volumetric changes. Tilt measurements, although very small, were found to be much better input than vertical displacement data for finding the inverse solution. Even in an ideal case with 0 % error, tilts result in a smaller RMSE (about 12 % smaller in the case studied) and thus a better resolution. In realistic cases with error, adding only 0.55 % of the maximum random error in the surface displacement data affects the back-calculated results to a significant extent: the RMSE increased by more than 13 times in the case studied. However, in an identical case using tilt measurements as input, adding 20 % of the maximum surface tilt value as random error increased the RMSE by 7 times, and remodelling the initial distribution of the volumetric changes in the subsurface was still possible. The required area of observation can also be reduced if tilt measurements are used. The optimal input includes tilt measurements in both directions: dz/dx and dz/dy. iv With respect to the number of observation points chosen, when tilts are used with an error of 0 %, very good resolution is obtainable using only 0.4 % of the unknowns as the number of benchmarks. For example, using only 10 observation points for a reservoir with 2500 elements, or unknowns resulted in an acceptable reconstruction. With respect to the sensitivity of the inverse solution to the depth of the reservoir and to the geometry of the observation grid, the deeper the reservoir, the more ill-posed the problem. The geometry of the benchmarks also has a significant effect on the solution of the inverse problem.
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John, André, and Karl-Heinz Löbel. "Bewertung von Unsicherheiten radarinterferometrisch detektierter vertikaler Bodenbewegungen in Folge des Grubenwasseranstiegs im ehemaligen Steinkohlenrevier Oelsnitz/E." 2019. https://tubaf.qucosa.de/id/qucosa%3A34556.

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Das Institut für Markscheidewesen und Geodäsie der TU Bergakademie Freiberg beschäftigt sich bereits seit vielen Jahren mit der Analyse und dem Monitoring der vertikalen Bodenbewegungen im ehemaligen Steinkohlerevier Oelsnitz/Erzgebirge. Aktuelle Bestrebungen gehen dahin, die Potentiale der Radarinterferometrie zur Detektion vertikaler Bodenbewegungen bestmöglich auszunutzen um zukünftig, im Vergleich zu Nivellement Messungen in großen zeitlichen Abständen, auch zeitlich besser aufgelöste Aussagen zur Bewegungsdynamik zu erhalten. Nach einer grundsätzlichen Darstellung des Ablaufs einer PSI-Analyse unter Nutzung weitgehend freier Softwarelösungen, werden am Beispiel des Oelsnitzer Reviers verschiedene aus der Anwendung des Verfahrens resultierende praktische Fragestellungen analysiert.
The Institute for Mine Surveying and Geodesy of the TU Bergakademie Freiberg has been working for many years on the analysis and monitoring of vertical ground movements in the former coal mine area Oelsnitz/Erzgebirge. Recent efforts are aimed at making the best possible use of the potentials of radar interferometry for the detection of these vertical ground movements. In the future, for example, it would be possible to obtain temporally better-resolved statements on the dynamics of ground movements in comparison to levelling measurements at long time intervals. After a general presentation of the workflow of a PSI analysis using widely free software solutions, various practical questions resulting from the application of the method are analyzed using the example of the former mining area Oelsnitz/Erzgebirge.
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Ferreira, Nelson John. "Risk to buried gas pipelines in landslide areas." 2016. http://hdl.handle.net/1993/31661.

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Natural Hazards are a risk to buried gas pipeline infrastructure, but these risks are difficult to assess and quantify. This can often lead to the risks not being properly identified by pipeline owners. The risk to pipelines within landslide areas are particularly difficult to assess given the complex nature of landslide movements and the soil-pipeline interaction mechanisms imposing loads on a pipeline. This thesis research examines the relationship between ground movements and strains/stresses in buried pipelines through field measured ground movements and in-situ measured pipe strains/stresses. The pipe stresses and strains are then used to estimate probability of pipeline failure and risk based on RBDA limit states approaches. Within Manitoba Hydro’s pipeline network, three at-risk landslide areas (riverbank and deep river valleys) were selected for detailed studies. A field investigation and monitoring program was undertaken to assess possible sources of load and stresses on pipelines. Soil, ground, and pipe instrumentation were installed at the sites and monitored over a four year period. Monitoring results identified soil near the pipeline does not freeze, and ground movements at valley sites are slow moving (<50 mm/year) landslides. The monitoring results also showed pipe stresses and behaviour were affected by backfilling, changes in river levels, thermal affects, soil-pipe relaxation, and ground movements. Pipe push tests were conducted in conjunction with FEM modelling to examine pipe adhesion and to possible explain the pipe behaviour observed. Several ultimate and serviceability limit states pipe failure modes were assessed using the measured pipe stresses. Statistical analysis was undertaken to calculate the probability of pipeline failure for the various limit states failure modes and compared against limit states targets for several scenarios (backfill loads, initial stress-state of the pipeline, other pipelines within Manitoba Hydro network). Overall, the probability of failure estimates were generally insignificant or low due to a postulated soil-pipe relaxation mechanism which is causing a repeated release in longitudinal pipe stresses as the landslide continues to accumulate ongoing ground movements. Three mechanisms are presented and discussed. The statistical analysis indicate pipelines within Manitoba Hydro’s network may exceed limit states targets for yielding and local buckling depending on the loading scenario and the class of the pipeline within the landslide area. The outcome of the research was used to develop a risk managements system to examine geotechnical hazards within Manitoba Hydro’s pipeline network. Specifically, risks associated with ground movements along natural slopes and at river crossings are examined within the system.
October 2016
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Kenner, Robert. "Genesis, conservation and deformation of ice-rich mountain permafrost:: Driving factors, mapping and geodetic monitoring." Doctoral thesis, 2017. https://tud.qucosa.de/id/qucosa%3A31032.

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This thesis analyses ice-rich mountain permafrost with regard to its genesis, distribution, deformation and interaction with other environmental factors. The processes influencing ground ice formation in ice-rich and ice-poor mountain permafrost are highlighted. Factors influencing the presence of ice-rich permafrost are identified and their individual or combined effect on frozen ground is determined. Based on these findings, a new permafrost distribution map of Switzerland was created, which specifies permafrost temperature and ice contents and considers rock glacier creep paths. The deformation of rock glaciers is investigated with newly developed monitoring systems and concepts. This enables a better understanding of the processes leading to rock glacier acceleration at different time scales.
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Book chapters on the topic "Monitoring of airport ground movements"

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Fürstenau, N., T. Beyer, A. Werner, W. Schmidt, and W. Goetze. "Fiber-Optic Vibration and Acoustic Sensor Systems for Airport Ground Traffic Monitoring." In Applications of Photonic Technology 2, 745–50. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4757-9250-8_112.

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BAOCHEN, LIU. "Ground Surface Movements Due to Underground Excavation in the People's Republic of China." In Excavation, Support and Monitoring, 781–817. Elsevier, 1993. http://dx.doi.org/10.1016/b978-0-08-042067-7.50036-2.

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Karunarathne, A., S. Sivanerupan, E. Gad, M. Disfani, J. Wilson, and J. Li. "Field monitoring of seasonal ground movements in expansive soils in Melbourne." In Unsaturated Soils: Research & Applications, 1359–65. CRC Press, 2014. http://dx.doi.org/10.1201/b17034-199.

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Karunarathne, A. M. A. N., S. Sivanerupan, E. F. Gad, M. M. Disfani, J. L. Wilson, and J. Li. "Field monitoring of seasonal ground movements in expansive soils in Melbourne." In Unsaturated Soils: Research & Applications, 1359–65. CRC Press, 2020. http://dx.doi.org/10.1201/9781003070580-64.

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"Monitoring and modelling of riverside large deep excavation-induced ground movements in clays." In Geotechnical Aspects of Underground Construction in Soft Ground, 231–38. CRC Press, 2008. http://dx.doi.org/10.1201/9780203879986-29.

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Bao, W., H. Huang, and D. Zhang. "Monitoring and modelling of riverside large deep excavation-induced ground movements in clays." In Geotechnical Aspects of Underground Construction in Soft Ground. CRC Press, 2008. http://dx.doi.org/10.1201/9780203879986.ch23.

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Busch, W. "Experiences with satellite radar monitoring of ground movements over underground gas and CO2 reservoirs." In Underground Storage of CO2 and Energy, 33–37. CRC Press, 2010. http://dx.doi.org/10.1201/b11592-9.

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Kubrak, Olena, Andrij Balian, and Oksana Serant. "ENGINEERING AND GEODESIC RESEARCH OF VERTICAL DISPLACEMENTS OF BUILDINGS AND STRUCTURES ON THE TERRITORY OF PIDHORETSKYI MONASTERY." In Priority areas for development of scientific research: domestic and foreign experience. Publishing House “Baltija Publishing”, 2021. http://dx.doi.org/10.30525/978-9934-26-049-0-32.

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The aim of the study is to observe the dynamics of soil movement and deformation of the complex of buildings and structures in the Pidhoretskyi monastery on the basis of geodetic measurements in complex engineering and geological conditions in the protected area, as well as permanent monitoring of vertical displacements for analysis and further recommendations for concerning safe operation of engineering constructions. Due to significant landslides on the slopes of the terrace, the buildings and structures of the Pidhoretskyi monastery are in a state of emergency. To save the architectural monument of the 18th century, which is located on the territory of Plisnetskyi reserve, a reference geodetic planned-height network (proving ground) has been created, which allows to determine the magnitude and direction of soil landslides; to determine the deformation of buildings and structures; to determine the amount of subsidence of structures as well as monitoring these processes. The support network consists of 2 planned-height (source) soil geodetic points for control of six stationary observation stations, 4 of which are located on one top of the mountain slope, and 2 are on the other. The height basis is created by leveling of the II class. Planned-height network consists of eight lines: some are designed and laid parallel to the church buildings, others are directed towards the ravines to determine the dynamics of their movement. A total of 87 reinforcing marks for linear - angular observations are laid. To observe the deformations of buildings and structures, 35 external wall signs (benchmarks) were laid in the foundations of the buildings, 20 were laid in the retaining wall and 22 internal signs (dowels) were laid in the stone floor of the church. The total number of all wall signs are 77. We proposed the manufacture of polymer poles on the ground from the polymer pipes, with which we fixed all points of the planned height network. The convenience of their use is due to the fact that they meet the requirements of the instructions and they can be used in the territories of cultural heritage sites of national importance, without violating the Law of Ukraine. Centers can be made from improvised materials quickly and conveniently; their cost is quite low; ease and forced centering of devices and reflectors above the signs eliminates centering errors. Research methods. Geometric leveling of the second class with Ni-002 level and observation of displacements in the targets was performed at the proving ground. Research results. For the first time on the territory of Pidhoretskyi monastery a stationary geodetic proving ground was created for permanent observations of soil movements, deformations of buildings and structures. The points of the proving ground are laid down by the proposed types of centers. On the basis of geodetic observations, uneven and uniform subsidence of the marks of the studied buildings and structures, displacement of points of alignment were determined; maps of vertical movements of the earth's surface of the territory of the Pidhoretskyi monastery were created.
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Conference papers on the topic "Monitoring of airport ground movements"

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Leung, Chung S., and Wei-Da Hao. "Piezo electric sensors for monitoring airport surface movement — A sustainable airport ground traffic management system." In 2011 IEEE Forum on Integrated and Sustainable Transportation Systems (FISTS). IEEE, 2011. http://dx.doi.org/10.1109/fists.2011.5973644.

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Vela, Patricio A., Jun Yang, Omar Arif, and Jochen Teizer. "Visual monitoring of airport ground operations." In 2009 IEEE/AIAA 28th Digital Avionics Systems Conference (DASC). IEEE, 2009. http://dx.doi.org/10.1109/dasc.2009.5347487.

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Rauste, Y., M. Louhisuo, J. B. Henry, S. Kuzuoka, T. Morohoshi, and T. Hame. "Interferometric Triherence for Ground Movements Monitoring." In 2006 IEEE International Symposium on Geoscience and Remote Sensing. IEEE, 2006. http://dx.doi.org/10.1109/igarss.2006.486.

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Budhu, Muniram, Ibrahim Bahadir Adiyaman, Dylan Moriarty, and Rashidatu Ossai. "Monitoring Ground Movements using Satellite Mounted Radar." In International Symposium on Advances in Ground Technology & Geo-Information. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-07-0188-8_p048.

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Tang, Pingbo, Yanyu Wang, Zhe Sun, and Yongming Liu. "Data-driven Spatiotemporal Simulation of Ground Movements of Aircraft for Preventive Airport Safety." In 2019 Winter Simulation Conference (WSC). IEEE, 2019. http://dx.doi.org/10.1109/wsc40007.2019.9004670.

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Fuerstenau, Norbert, Douglas D. Janzen, and Wolfgang Goetze. "Fiber optic sensor systems for airport ground traffic monitoring." In Photonics East '95, edited by Alan C. Chachich and Marten J. de Vries. SPIE, 1995. http://dx.doi.org/10.1117/12.228918.

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Montenegro, Ivo Rosa, Andrew J. Whittle, and John T. Germaine. "Automated Station for Monitoring Seasonal Ground Movements in Expansive Clay." In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.001.

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Fuerstenau, Norbert, Thomas Beyer, Wolfgang Goetze, H. Horak, Walter Schmidt, and Anke Werner. "Interferometric vibration and acoustic sensor systems for airport ground traffic monitoring." In SPIE's 1996 International Symposium on Optical Science, Engineering, and Instrumentation, edited by Alan D. Kersey and John P. Dakin. SPIE, 1996. http://dx.doi.org/10.1117/12.259799.

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Fuerstenau, Norbert, Wolfgang Goetze, H. Horack, and Walter Schmidt. "Interferometric vibration and acoustic sensor systems for airport ground traffic monitoring." In Photonics East '96, edited by Alan C. Chachich and Marten J. de Vries. SPIE, 1997. http://dx.doi.org/10.1117/12.267143.

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Sun, Qishi, Liming Jiang, Yafei Sun, Lin Bai, and Hansheng Wang. "Monitoring ground deformation in Hong Kong International Airport with NL-InSAR filtering." In IGARSS 2016 - 2016 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2016. http://dx.doi.org/10.1109/igarss.2016.7730562.

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