Academic literature on the topic 'Ground characterization'

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Journal articles on the topic "Ground characterization"

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Bellissard, Jean, Charles Radin, and Senya Shlosman. "The characterization of ground states." Journal of Physics A: Mathematical and Theoretical 43, no. 30 (June 21, 2010): 305001. http://dx.doi.org/10.1088/1751-8113/43/30/305001.

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Gutiérrez González, Vicente, Germán Ramos Ruiz, and Carlos Fernández Bandera. "Ground characterization of building energy models." Energy and Buildings 254 (January 2022): 111565. http://dx.doi.org/10.1016/j.enbuild.2021.111565.

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Shen, Jian Yun, Wei Min Lin, Hitoshi Ohmori, and Xi Peng Xu. "Characterization of ELID-Ground Granite Surfaces." Key Engineering Materials 291-292 (August 2005): 127–32. http://dx.doi.org/10.4028/www.scientific.net/kem.291-292.127.

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In the present study, natural granites were ELID ground with metal-resin bonded diamond wheels on a lap-grinding machine to achieve smooth surface. The surface roughness during the grinding process and final glossiness were examined to describe the formation of finely finished granite surfaces. According to the detailed micro-observation of ground surfaces, it can be concluded that natural granite surface on the main mineral components can be smoothly finished with ELID lap grinding. However, the appearance of natural defects and residual fracture on the ground surface lead to the scattered surface roughness, and restrict the improvement of surface glossiness.
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Chun, Mark, Richard Wilson, Remy Avila, Tim Butterley, Jose-Luis Aviles, Don Wier, and Sam Benigni. "Mauna Kea ground-layer characterization campaign." Monthly Notices of the Royal Astronomical Society 394, no. 3 (April 11, 2009): 1121–30. http://dx.doi.org/10.1111/j.1365-2966.2008.14346.x.

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Good, Chelsea E., Joseph F. Vignola, Aldo A. Glean, John A. Judge, Teresa J. Ryan, Jacob Sunny, and Diego Turo. "Acoustical characterization of grass-covered ground." Journal of the Acoustical Society of America 135, no. 4 (April 2014): 2289. http://dx.doi.org/10.1121/1.4877512.

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Somerville, P. G., and R. W. Graves. "Characterization of Earthquake Strong Ground Motion." Pure and Applied Geophysics 160, no. 10-11 (October 1, 2003): 1811–28. http://dx.doi.org/10.1007/s00024-003-2407-z.

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Qi, Zhen Liang, Bin Lin, Yan Bin Zhang, Xiao Hu Liang, and Xin Yue Li. "Composite Characterization of Engineering Ceramics Ground Surface." Key Engineering Materials 625 (August 2014): 662–67. http://dx.doi.org/10.4028/www.scientific.net/kem.625.662.

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Traditional methods of roughness characterization cannot properly reflect the characteristics of engineering ceramics surface topography. Therefore, the composite characterization using combined fractal method and wavelet method is introduced in this paper. And they are used to describe the global and local characteristics of engineering ceramics ground surface, respectively. Furthermore, a concept called topography damage ratio is proposed to describe characteristic of the deep wave trough. Finally, 3-D measurement is used to verify this method.
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Rezaei, Hamid, and Shahab Sokhansanj. "Physical and thermal characterization of ground bark and ground wood particles." Renewable Energy 129 (December 2018): 583–90. http://dx.doi.org/10.1016/j.renene.2018.06.038.

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Cermak, Jan, Marc Schneebeli, Daniela Nowak, Laurent Vuilleumier, and Jörg Bendix. "Characterization of low clouds with satellite and ground-based remote sensing systems." Meteorologische Zeitschrift 15, no. 1 (February 27, 2006): 65–72. http://dx.doi.org/10.1127/0941-2948/2006/0100.

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Corbella, I., F. Torres, N. Duffo, M. Martin-Neira, V. Gonzalez-Gambau, A. Camps, and M. Vall-llossera. "On-Ground Characterization of the SMOS Payload." IEEE Transactions on Geoscience and Remote Sensing 47, no. 9 (September 2009): 3123–33. http://dx.doi.org/10.1109/tgrs.2009.2016333.

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Dissertations / Theses on the topic "Ground characterization"

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Hagelin, Susanna. "Optical Turbulence Characterization for Ground-Based Astronomy." Doctoral thesis, Uppsala universitet, Institutionen för geovetenskaper, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-132798.

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The optical turbulence, which creates perturbations of the wavefronts coming from the stars, is caused by small-scale fluctuations in the index of refraction of the atmosphere and is a problem for astronomers because it limits the maximum resolution of the ground-based telescopes. One way of identifying the best sites to build astronomical observatories, where the influence of the optical turbulence is as small as possible, is to use the standard meteorological parameters to get a first idea of the potential of a site. In the first part of this thesis the three sites on the Internal Antarctic Plateau that are the most interesting for astronomers (Dome A, Dome C and the South Pole) are investigated using the operational analyses of the ECMWF and a ranking of these three sites is presented. The second part of this thesis focuses on the ability of the mesoscale model Meso-NH to simulate the optical turbulence as well as the wind speed at Mt Graham (AZ, USA). A rich sample of measurements of the vertical distribution of the optical turbulence, the largest sample used in this type of study so far, is used to calibrate the Meso-NH model and to quantify its ability to simulate the optical turbulence. The measurements are distributed over different periods of the year thus making it possible to evaluate the performance of the model in different seasons. Both the vertical distribution of the optical turbulence and the astroclimatic parameters (seeing, wavefront coherence time and isoplanatic angle) are investigated.
Felaktigt tryckt som Digital Comprehensive Summaries of Uppsala Dissertations from the Faculty of Science and Technology 708
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Rezaei, Hamid. "Physical and thermal characterization of ground wood chip and ground wood pellet particles." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/60914.

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The goal of the present study is to characterize the ground chip and ground pellet particles with respect to their size, shape, density, flow properties, drying and pyrolysis mass loss. Commercial wood pellets and pulp-quality wood chips are used in this study. These commercial samples are ground in the laboratory using a range of grinder screen sizes. The grinder power input is measured. The ground particles are examined for their size and shape. The ground particles are thermally treated in a micro TGA equipment and in a lab-scale thin-layer drying/pyrolysis equipment. The grinding results show that grinding a whole pellet to the desirable particle sizes for pyrolysis (~1 mm) takes around 1/7 of energy required to grind a whole wood chip to the same mean particle size. Pellet particles are denser, more spherical and shorter than the needle-shape chip particles. The spheroid shape of ground pellet particles lowers the compressibility of bulk, lowers the cohesion among the particles and facilitates their flowability. Higher density and random fiber orientation of the pellet particles prolong the duration of their drying significantly compared to the drying time of thin and long wood chip particles. Further moisture diffusion modeling shows that the moisture diffusion rate inside the pellet particles is half of those inside the chip particles. Although chip and pellet particles show the same level of shrinkage in size of a single particle due to drying, ground pellet particles exhibit a larger reduction in their bed porosity than the bed porosity measured for ground chip particles. Both chip and pellet particles reach their fiber saturation point at a moisture content of around 0.50 (dry basis). The pyrolysis kinetic parameters are determined experimentally and a two-zone kinetic mechanism is modeled and validated using the experimental thin-layer pyrolysis data.
Applied Science, Faculty of
Chemical and Biological Engineering, Department of
Graduate
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Zhang, Qian. "Wireless Near-ground Channel Characteristics in Several Unlicensed Bands." Ohio University / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219170596.

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Moric, Igor. "On-ground characterization of the cold atoms space clock PHARAO." Thesis, Paris 6, 2014. http://www.theses.fr/2014PA066659/document.

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La thèse présente les résultats expérimentaux obtenus au cours du développement et des essais au sol du modèle de vol de l'horloge à atomes froids PHARAO. PHARAO est le premier étalon primaire de fréquence dédié à des applications spatiales. Il est développé par l'agence spatiale française CNES. PHARAO est un des principaux instruments de la mission spatiale de l'ESA: ACES (Atomic Clock Ensemble in Space). Le lancement est prévu en 2016. La mission est basée sur des comparaisons de très hautes performances en temps et en fréquence, entre PHARAO et un ensemble d’horloges basées au sol, pour effectuer des tests en physique fondamentale. La charge utile sera installée sur une palette extérieure de la Station spatiale internationale. Après une introduction sur les horloges atomiques et un résumé de la mission ACES, l'architecture de PHARAO optimisée pour la microgravité et son fonctionnement sont décrits. Ensuite nous présentons les mesures et l'analyse de la stabilité de fréquence. Au sol la stabilité de fréquence est mesurée à un niveau de 3,1x10-13 t-1/2. Cette valeur est en accord avec les différentes sources de bruit. En microgravité la stabilité atteindra 10-13 t-1/2. Pour terminer les principaux déplacements de fréquence sont analysés. Une étude détaillée est donnée sur les propriétés des blindages magnétiques, leurs hystérésis et la conception d’une compensation magnétique active. L'objectif est de réduire l'incertitude sur l’effet Zeeman du second ordre au niveau de quelques 10-17. La détermination de la température de l’environnement des atomes est également analysée avec l'objectif d'atteindre une incertitude sur le déplacement de fréquence par le rayonnement du corps noir dans la gamme de 10-17. Un budget préliminaire sur l’incertitude de fréquence de l’horloge au sol s’établit à 1,1x 10-15. Ce budget est compatible avec un objectif de 3x10-16 en microgravité. La prochaine étape verra l’assemblage tous les autres instruments ACES pour un lancement prévu en 2016
This thesis presents the experimental results obtained during the development and the ground tests of the flight model of the cold atoms space clock PHARAO. PHARAO, the first Primary Frequency Standard (PFS) for space applications, is developed by the French space agency CNES. It is a main instrument of the ESA space mission ACES: Atomic Clock Ensemble in Space with a launch scheduled on 2016. The mission is based on high performances time and frequency comparisons between a payload including PHARAO and ground based clocks to perform tests in fundamental physics. The payload will be installed on an external pallet of the International Space Station. After an introduction on atomic clocks and a summary on the ACES mission, the PHARAO architecture, optimized for microgravity environment, and its operation is described. It is followed by the measurements and the analysis of the frequency stability. On ground the frequency stability is measured at a level of 3.1 10-13 t-1/2. This value is in agreement with the different sources of noise. In space the frequency stability will reach 10-13 t-1/2. Finally the main frequency shifts are analyzed. A detailed study is given on magnetic shield properties, hysteresis and the design of the active magnetic compensation. The objective is to reduce the uncertainty of the second order Zeeman effect within few 10-17. The temperature determination of the atomic environment is also detailed and the goal is to reach an uncertainty on the blackbody frequency shift in the 10-17 range. A preliminary budget on the frequency accuracy of PHARAO on ground is evaluated at 1.1 10-15. This value is compatible with the expected accuracy budget of 3x10-16 when the clock will operate in microgravity. In the next step all the ACES instruments will be assembled for a launch scheduled on 2016
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Vorster, Daniel Jacobus. "The use of ground penetrating radar for track substructure characterization." Diss., University of Pretoria, 2012. http://hdl.handle.net/2263/25426.

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Ground penetrating radar (GPR) has been used as a railway substructure investigation tool since the late 1990’s and has seen significant development since then. To use GPR as a more effective tool for substructure investigation, a GPR substructure characterization model was developed. This dissertation provides a detailed description of railway track components, track geometry, soil properties and classification and substructure design. The historical background of GPR is discussed together with GPR principles, basic GPR equations, hardware and accessories as well as GPR data collection, processing and interpretation. Other in situ investigation techniques namely the dynamic cone penetrometer (DCP), light weight deflectometer (LWD) , Pencel pressuremeter, surface wave testing, remote video monitoring (RVM), multi-depth deflectometers (MDD) and continuous track modulus measurement techniques are also discussed. A comparison between the different track investigation techniques was also done, with reference to sample rate, cost, effectiveness and value. Two sites in South Africa were selected for the investigation, one with good substructure conditions used for heavy haul coal export close to Vryheid (KN test section) and the other a general freight line with poor substructure conditions near Rustenburg (NT test section). These two sites were selected to develop a GPR substructure characterization model as they provided conditions ranging from poor to very good. This was supported by the analysis of the in situ soil sampling and testing. The calculation of the track substructure modulus from RVM deflection measurements showed three times higher values for the KN test section compared to the NT test section. The subballast and subgrade thickness, the GPR ballast fouling (GBF) index as well as the GPR moisture condition index was used for the classification ranges used in the model. The subballast and subgrade layer roughness values were calculated and used for the substructure classification. The GBF index and the GPR moisture condition roughness were used for the GPR fouling index classification. The GPR deliverables were divided into four classes (i.e. very good, good, moderate and poor). The evaluation of the characterization model showed that a traditional in situ investigation will cost approximately 3.7 times more than that of a GPR investigation. It would also take two thirds of the time to complete the GPR investigation compared to the traditional in situ investigation. The study showed that GPR can be used to develop a substructure characterization model and that it would be more cost effective and efficient than traditional in situ investigation techniques. GPR surveys provide continuous measurements of the track structure condition and can therefore provide a continuous classification unlike the discreet and fragmented nature of in situ investigations. However, in situ tests can be done at certain intervals within the GPR survey or at point where the GPR classification is not clear. The best solution for railway track characterization can therefore be obtained by using GPR and in situ classification in combination.
Dissertation (MEng)--University of Pretoria, 2012.
Civil Engineering
unrestricted
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Tsoflias, Georgios Padelis. "Hydrogeologic characterization of fractured carbonate aquifers employing ground-penetrating radar /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Hollyer, John Barry. "Ground vibration characterization of a missile system for flutter energy definition." Thesis, Monterey, California : Naval Postgraduate School, 1990. http://handle.dtic.mil/100.2/ADA237026.

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Thesis (M.S. in Aeronautical Engineering)--Naval Postgraduate School, June 1990.
Thesis Advisor(s): Wu, Edward M. Second Reader: Schmidt, Louis V. "June 1990." Description based on title screen as viewed on March 22, 2010. DTIC Identifier(s): Flight Envelope, External Stores, Aerodynamics Stability, Theses, Sidewinder Missiles, P-3 Aircraft, Antisubmarine Aircraft. Author(s) subject terms: Flutter, P-3, Ground Vibration Tests, Flutter Modeling, Modal Modeling. Includes bibliographical references (p. 68). Also available in print.
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Cist, David Bishop. "Ground penetrating radar characterization of geologic structure beneath the Aberjona wetland." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/53040.

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Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences, 1999.
Includes bibliographical references (leaves 232-236).
Ground penetrating radar (GPR) surveys are performed to determine geologic structure and to assist in the characterization and eventual modeling of ground water flow beneath the Well-H region of the Aberjona River in Woburn, Massachusetts. Even though cone penetrometer and coring studies provide point source "ground truth" data about the stratigraphy, soil chemistry, and composition of the first seven meters of peat, sand and silt they are time-consuming and labor intensive. The advantage of GPR is its ability to extend point-source ground truth information into two and three dimensions. This dissertation provides an accurate geologic model of one section of the Aberjona wetland by improving the state of three-dimensional GPR imaging. Data fusion, target implantation, and a novel 3-D migration technique are combined to render the subsurface volume accurately to resolutions of about 30 centimeters in all directions. The technique was tested using various synthetically generated models as well as carefully constructed test pits to verify its accuracy and estimate error. For our surveys in the wetland, we verify the accuracy of our method using the large database of "ground truth" information about subsurface structure and soil properties. We use this information along with data collected for this project to assemble what 3-D geological information we can. For example, direct measurements of soil bulk properties are made at various depths in several locations. Borehole conductivity surveys not only confirm core sample measurements, but also give deep conductivity information not otherwise available. Cone penetrometer surveys provide high vertical resolution to map stratigraphic variation. A 3-D resistivity survey provides general information about the conductivity of the site. In addition to ground truth measurements, several different types of radar surveys were employed to estimate soil electrical properties. A new method of Vertical Radar Profiling (VRP) was developed to provide velocity information at different locations and various depths throughout the wetland. Morphing methods were applied as an interpolation tool for surveys with broadly spaced profiles. A fast three dimensional migration algorithm was developed specifically for GPR imaging that incorporates layered velocity information and soil electrical conductivity. Ultimately, this technique is shown to offer a means of mapping larger regions of wetland stratigraphy more accurately than was currently feasible.
by David Bishop Cist.
Ph.D.
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Asalemi, Ali Amini. "Application of seismic cone for characterization of ground improved by vibro-replacement." Thesis, University of British Columbia, 2006. http://hdl.handle.net/2429/30704.

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The objective of this thesis was to gain a better understanding of the physical process of ground improvement by vibro-replacement and of how the induced changes in ground conditions affect the interpretation of seismic cone penetration testing used to assess its effectiveness. This was achieved by a combination of field testing and monitoring supported by numerical modelling of both the vibro-replacement process and of in situ testing. Field measurements were made of the input motions created by the vibrator and the induced response of the ground. The measured vibrator motions were input to a numerical model of the soil mass and the results of the analysis were compared to the measured data. The results of seismic cone testing before and after treatment at 15 sites and existing chamber test data were analyzed and additional numerical modelling of seismic cone testing in the post-treatment ground conditions was carried out. The study showed that the ground response to the vibrator attenuated with distance due to geometrical spreading and material damping. The direction of the principal horizontal acceleration changed with distance from the vibrator. It was shown that vibro-replacement creates a young, heterogeneous deposit comprising the native soil with increases in density and horizontal stress varying with distance from stiffer stone columns. If the induced heterogeneity is neglected when interpreting in situ test results, there will be some over-estimation of the soil properties close to the cone hole and considerable under-estimation of the average properties of the composite mass. The stiffer stone columns also change the wave propagation regime during down-hole testing and prevent reliable interpretation of the shear wave velocity o f the improved native soil. Analysis of field test data showed that vibro-replacement causes an apparent shift in soil behaviour type classification. The combined effects of changes in density, horizontal stress and time dependent soil stiffness were shown to be important when interpreting seismic cone results. Friction ratio was found not diagnostic of changes in soil conditions. For the soils studied, a correlation was derived between achievable tip resistance and pre-treatment soil behaviour type for several stone column spacings.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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LaMontagne, Aurele. "Characterization and quantification of ground heat flux for late season shallow snow." [Boise, Idaho] : Boise State University, 2009. http://scholarworks.boisestate.edu/td/48/.

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Books on the topic "Ground characterization"

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Satyanarayana Reddy, C. N. V., K. Muthukkumaran, Neelima Satyam, and Ravikiran Vaidya, eds. Ground Characterization and Foundations. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-3383-6.

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Patterson, Michael J. Ground-based plasma contactor characterization. [Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1987.

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Patterson, Michael J. Ground-based plasma contactor characterization. [Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1987.

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Patterson, Michael J. Ground-based plasma contactor characterization. [Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1987.

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Jacobs, Pieter A. Thermal infrared characterization of ground targets and backgrounds. Bellingham, Wash., USA: SPIE Optical Engineering Press, 1996.

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Tamames, Benjamín Celada, Z. T. Bieniawski von Preinl, Mario Fernández Pérez, Juan Manuel Hurtado Sola, Isidoro Tardáguila Vicente, Pedro Varona Eraso, and Eduardo Ramón Velasco Triviño. Ground Characterization and Structural Analyses for Tunnel Design. Boca Raton : Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T&F Informa, plc, [2019]: CRC Press, 2019. http://dx.doi.org/10.1201/9781351168489.

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Jacobs, Pieter A. Thermal infrared characterization of ground targets and backgrounds. 2nd ed. Bellingham, Wash: SPIE Press, 2006.

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Thermal infrared characterization of ground targets and backgrounds. 2nd ed. Bellingham, WA: SPIE, The International Society for Optical Engineering, 2005.

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Mate, David. Characterization of surficial sediments under saturated conditions at Radarsat Ground Targets. Sudbury, Ont: Laurentian University, Department of Earth Sciences, 1997.

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Green, R. T. Hydraulic characterization of hydrothermally altered nopal tuff. Washington, DC: Division of Regulatory Applications, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1995.

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Book chapters on the topic "Ground characterization"

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Mishra, Sunita, and Tanusree Chakraborty. "Physical and Mechanical Characterization of Himalayan Dolomite." In Tunneling in Soft Ground, Ground Conditioning and Modification Techniques, 214–24. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95783-8_18.

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Pacor, Francesca, and Lucia Luzi. "Engineering Characterization of Earthquake Ground Motions." In Encyclopedia of Earthquake Engineering, 1–18. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_237-1.

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Somerville, P. G., and R. W. Graves. "Characterization of Earthquake Strong Ground Motion." In Landslide Tsunamis: Recent Findings and Research Directions, 1811–28. Basel: Birkhäuser Basel, 2003. http://dx.doi.org/10.1007/978-3-0348-7995-8_2.

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Pacor, Francesca, and Lucia Luzi. "Engineering Characterization of Earthquake Ground Motions." In Encyclopedia of Earthquake Engineering, 986–1001. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_237.

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Shen, Jian Yun, Wei Min Lin, Hitoshi Ohmori, and Xi Peng Xu. "Characterization of ELID-Ground Granite Surfaces." In Advances in Abrasive Technology VIII, 127–32. Stafa: Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-974-1.127.

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Nunziata, C., M. Natale, and G. F. Panza. "Seismic Characterization of Neapolitan Soils." In Seismic Ground Motion in Large Urban Areas, 1285–300. Basel: Birkhäuser Basel, 2004. http://dx.doi.org/10.1007/978-3-0348-7355-0_19.

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Tamames, Benjamín Celada, and Pedro Varona Eraso. "Constitutive models to characterize the ground behavior." In Ground Characterization and Structural Analyses for Tunnel Design, 299–327. Boca Raton : Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T&F Informa, plc, [2019]: CRC Press, 2019. http://dx.doi.org/10.1201/9781351168489-8.

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John, C., D. Wu, A. Salerno, G. Busse, and C. Löst. "Applying Phase Sensitive Modulated Thermography to Ground Sections of a Human Tooth." In Nondestructive Characterization of Materials VIII, 757–62. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4615-4847-8_119.

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Moll, Florian. "Channel Characterization and Modeling for LEO-Ground Links." In Optical Wireless Communications, 87–105. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-30201-0_5.

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Winter, H., D. Shaltiel, and E. Dormann. "NMR Characterization of Singlet-Ground State Compound Thulium Dihydride." In 25th Congress Ampere on Magnetic Resonance and Related Phenomena, 492–93. Berlin, Heidelberg: Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-76072-3_257.

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Conference papers on the topic "Ground characterization"

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Corbella, Ignasi, Francesc Torres, Nuria Duffo, Manuel Martin-Neira, Veronica Gonzalez, Adriano Camps, and Merce Vall-llossera. "MIRAS ground characterization." In 2008 Microwave Radiometry and Remote Sensing of the Environment (MICRORAD 2008). IEEE, 2008. http://dx.doi.org/10.1109/micrad.2008.4579468.

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Harid, N., D. Clark, S. Mousa, H. Griffiths, and A. Haddad. "Impulse characterization of ground electrodes." In 2014 International Conference on Lightning Protection (ICLP). IEEE, 2014. http://dx.doi.org/10.1109/iclp.2014.6973353.

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Laly, P., D. Gaillot, M. Lienard, J. M. Floch, R. Mazari, P. Degauque, and G. Grunfelder. "Polarimetrie ground-to-ground and ground-to-air channel characterization in forest environment." In 2017 11th European Conference on Antennas and Propagation (EUCAP). IEEE, 2017. http://dx.doi.org/10.23919/eucap.2017.7928261.

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LOMBARDI, GIANLUCA, VALENTINA ZITELLI, and SERGIO ORTOLANI. "ASTROCLIMATOLOGICAL ANALYSIS OF GROUND BASED OBSERVATORIES." In Proceedings of the Optical Turbulence Characterization for Astronomical Applications. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2009. http://dx.doi.org/10.1142/9781848164864_0027.

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Zhang, Zheng-hui, and Shi-wen Xu. "Infrared imaging characterization of ground scene." In International Symposium on Photoelectronic Detection and Imaging 2009, edited by Jeffery Puschell, Hai-mei Gong, Yi Cai, Jin Lu, and Jin-dong Fei. SPIE, 2009. http://dx.doi.org/10.1117/12.836185.

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Cardon, Joel, Harri Latvakoski, Mark Larsen, John Elwell, Amy Mainzer, and Ingolf Heinrichsen. "WISE ground characterization challenges and accomplishments." In SPIE Optical Engineering + Applications. SPIE, 2010. http://dx.doi.org/10.1117/12.864353.

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Reyes Garcia-Talavera, Marcos, Angel Alonso, Sergio Chueca, Jesus J. Fuensalida, Zoran Sodnik, Virginie Cessa, Aneurin Bird, et al. "Ground to space optical communication characterization." In Optics & Photonics 2005, edited by David G. Voelz and Jennifer C. Ricklin. SPIE, 2005. http://dx.doi.org/10.1117/12.619205.

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Halama, Gary E., Owen Evans, and James Jamieson. "Laser above ground level sensor characterization." In European Symposium on Optics and Photonics for Defence and Security, edited by Gary W. Kamerman and David V. Willetts. SPIE, 2005. http://dx.doi.org/10.1117/12.629932.

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Kuhn, Emily R., Benjamin Saliwanchik, Kevin Bandura, Michele Bianco, H. Cynthia Chiang, Devin Crichton, Meiling Deng, et al. "Antenna characterization for the HIRAX experiment." In Ground-based and Airborne Telescopes IX, edited by Heather K. Marshall, Jason Spyromilio, and Tomonori Usuda. SPIE, 2022. http://dx.doi.org/10.1117/12.2627856.

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Troy, Mitchell, Gary Chanan, Mark Colavita, and Stephen J. Martinek. "Interferometric characterization of Keck segment edge errors." In Ground-based and Airborne Telescopes VII, edited by Roberto Gilmozzi, Heather K. Marshall, and Jason Spyromilio. SPIE, 2018. http://dx.doi.org/10.1117/12.2314568.

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Reports on the topic "Ground characterization"

1

Gaughan, T. F. Burial Ground Expansion Hydrogeologic Characterization. Office of Scientific and Technical Information (OSTI), February 1999. http://dx.doi.org/10.2172/6169367.

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Gaughan, T. F. Burial Ground Expansion Hydrogeologic Characterization. Office of Scientific and Technical Information (OSTI), February 1999. http://dx.doi.org/10.2172/5300.

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Polsky, Susan A. VSTOL Ground Effects Characterization and Control. Fort Belvoir, VA: Defense Technical Information Center, January 2000. http://dx.doi.org/10.21236/ada375807.

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Lugo-Garcia, N., R. E. Blanco, and Ivonne Santiago. Characterization of Ground Squirrel Retinal Ganglion Cells. Fort Belvoir, VA: Defense Technical Information Center, December 1990. http://dx.doi.org/10.21236/ada230311.

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Murray, Christopher J., George V. Last, and Yi-Ju Chien. Enhanced Site Characterization of the 618-4 Burial Ground. Office of Scientific and Technical Information (OSTI), September 2001. http://dx.doi.org/10.2172/786816.

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Bowman, Daniel, James Cutts, Attila Komjathy, Michael Pauken, and Rod Whitaker. Ground to Space Geoacoustic Characterization during the DAG Experiment. Office of Scientific and Technical Information (OSTI), February 2017. http://dx.doi.org/10.2172/1343652.

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Murray, Christopher J., George V. Last, and Yi-Ju Chien. Enhanced Site Characterization of the 618-4 Burial Ground. Office of Scientific and Technical Information (OSTI), September 2001. http://dx.doi.org/10.2172/965711.

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Steeples, Don W. Reflection and Ground Penetrating Radar for Environmental Site Characterization. Office of Scientific and Technical Information (OSTI), June 2000. http://dx.doi.org/10.2172/828642.

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Selikoff, Joseph. TARDEC Ground Vehicle Robotics: Vehicle Dynamic Characterization and Research. Fort Belvoir, VA: Defense Technical Information Center, August 2015. http://dx.doi.org/10.21236/ada626887.

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Steeples, Don W., and Richard Plumb. Seismic-Reflection and Ground Penetrating Radar for Environmental Site Characterization. Office of Scientific and Technical Information (OSTI), June 1999. http://dx.doi.org/10.2172/828637.

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