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Journal articles on the topic 'Grout modelling'

Author: Grafiati

Published: 9 March 2023

Last updated: 31 July 2025

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1

Fu, Yanbin, Xiuling Wang, Sizhan Zhang, and Yong Yang. "Modelling of Permeation Grouting considering Grout Self-Gravity Effect: Theoretical and Experimental Study." Advances in Materials Science and Engineering 2019 (November 27, 2019): 1–16. http://dx.doi.org/10.1155/2019/7968240.

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Self-gravity is one key parameter for behavior characterization of grout permeation and diffusion. This study proposes mathematical models for permeation grouting with consideration of grout self-gravity effect. The models concerning power law, Bingham, and Newtonian grouts are based on the generalized Darcy’s law and spherical diffusion theory. In addition, a prediction model of grout concretion dimension used for Bingham grout was developed. An analysis of the injection pressure distribution law and a comparative evaluation of diffusion radius considering self-gravity effect using establishe

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2

Saiyouri, N., L. Jason, O. Chupin, and P. Y. Hicher. "Modelling and acoustic monitoring of grout propagation in sands." Proceedings of the Institution of Civil Engineers - Ground Improvement 161, no. 3 (2008): 143–52. http://dx.doi.org/10.1680/grim.2008.161.3.143.

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3

Blom, C. B. M., J. J. M. Schillings, and P. S. Jovanovic. "Modelling structural grout load for the tunnel lining analysis." IABSE Symposium Report 87, no. 8 (2003): 42–48. http://dx.doi.org/10.2749/222137803796329709.

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4

Ceroni, Francesca, and Thomas Celano. "Modelling of Bond Behavior of Injected Anchors in Masonry Elements." Key Engineering Materials 817 (August 2019): 126–33. http://dx.doi.org/10.4028/www.scientific.net/kem.817.126.

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The paper focuses attention on the performance of injected anchors embedded in masonry elements. The bond behaviour is investigated by means of a three-dimensional Finite Element model aimed to assess the global strength capacity of the injected anchors and to investigate the stresses distribution in the masonry element when some meaningful parameters change. Along the anchor-grout and grout-masonry interfaces, nonlinear bond laws have been assumed. Such laws have been assessed by comparing the FE model outcomes with the experimental results of pull-out tests carried out on ribbed steel bars e

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5

Liaqat, A., S. Safdar, and M. A. Sheikh. "Finite-element modelling of thermo-mechanical stress distribution in laser beam ceramic tile grout sealing process." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 220, no. 10 (2006): 1497–508. http://dx.doi.org/10.1243/0954406jmes143.

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Laser tile grout sealing is a special process in which voids between the adjoining ceramic tiles are sealed by a laser beam. This process has been developed by Lawrence and Li using a customized grout material and a high power diode laser (HPDL). The process has been optimally carried out at laser powers of 60–120 W and at scanning speeds of 3–15 mm/s. Modelling of the laser tile grout sealing process is a complex task as it involves a moving laser beam and five different materials: glazed enamel, grout material, ceramic tile, epoxy bedding, and ordinary Portland cement substrate. This article

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6

Gao, Yue, and Wang Hua Sui. "Modelling of chemical grout column permeated by water in transparent soil." International Journal of Environment and Pollution 59, no. 2/3/4 (2016): 142. http://dx.doi.org/10.1504/ijep.2016.079906.

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Gao, Yue, and Wang Hua Sui. "Modelling of chemical grout column permeated by water in transparent soil." International Journal of Environment and Pollution 59, no. 2/3/4 (2016): 142. http://dx.doi.org/10.1504/ijep.2016.10000744.

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8

Malena, Marialaura, Marialuigia Sangirardi, and Gianmarco de Felice. "Steel Reinforced Grout under uniaxial load: Experimental evidences and numerical modelling." Construction and Building Materials 227 (December 2019): 116808. http://dx.doi.org/10.1016/j.conbuildmat.2019.116808.

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9

Coskun, S. B., and T. Tokdemir. "Modelling of Permeation Grouting Through Soils." Journal of Applied Engineering Sciences 10, no. 1 (2020): 11–16. http://dx.doi.org/10.2478/jaes-2020-0003.

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AbstractIn this study, mathematical modeling of permeation grouting through fully saturated soil is proposed based on immiscible multiphase flow theory. Grout flow in the medium is modeled together with the existing water as the simultaneous flow of two immiscible fluids. In the model, the porous medium is assumed as isotropic and rigid, fluids are assumed as incompressible and capillary pressure is assumed as negligible. Governing equations are discretized using upstream weighted finite element technique and results show that, proposed models give good results and may be used in the numerical

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10

Hassanieh, A., H. R. Valipour, and M. A. Bradford. "Bolt shear connectors in grout pockets: Finite element modelling and parametric study." Construction and Building Materials 176 (July 2018): 179–92. http://dx.doi.org/10.1016/j.conbuildmat.2018.05.029.

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11

Comodromos, Emilios M., Mello C. Papadopoulou, and Konstantinos Georgiadis. "Design procedure for the modelling of jet-grout column slabs supporting deep excavations." Computers and Geotechnics 100 (August 2018): 110–20. http://dx.doi.org/10.1016/j.compgeo.2018.04.008.

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12

Hj Kariya, Siti Norasyikin, and Pang Jen Lim. "Modelling the performance of a corroded pipe section repaired with three-parts epoxy grout and with three-parts epoxy grout plus nanofiller." MATEC Web of Conferences 258 (2019): 03016. http://dx.doi.org/10.1051/matecconf/201925803016.

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Steel pipelines have been used for the transportation of oil and gas for more than a century. With exposure to the harsh condition of the environment, steel pipelines are subjected to corrosion that deteriorates their function through metal loss. To remedy this, several repair techniques have been developed to extend their service life, particularly, techniques that do not interrupt the flow of the oil and gas. There are three main components in a Fibre-reinforced Polymer (FRP) composite repair which are (1) FRP composite wrap, (2) infill material, and (3) interlayer adhesive. Past research ha

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13

Chen, Jianhang, Junming Ma, Xiaofan Zeng, et al. "An Enhanced Numerical Calculation Method to Study the Anchorage Performance of Rebars." Materials 17, no. 16 (2024): 3987. http://dx.doi.org/10.3390/ma17163987.

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When modelling the anchorage performance of rebars with the tri-linear law, the calculation process of the load–deformation relation is complicated. The reason is that when the rebar–grout interface entered the elastic–softening–debonding stage, the softening section length and debonding section length vary simultaneously. To solve this issue, this paper proposes an enhanced numerical calculation method. When the rebar–grout interface entered the elastic–softening–debonding stage, the softening section length was fixed to a specific value. One loop function was created to calculate the debondi

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14

Hoch, A. R., G. M. N. Baston, F. P. Glasser, F. M. I. Hunter, and V. Smith. "Modelling evolution in the near field of a cementitious repository." Mineralogical Magazine 76, no. 8 (2012): 3055–69. http://dx.doi.org/10.1180/minmag.2012.076.8.21.

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AbstractIn the United Kingdom, disposal of radioactive waste may involve packages of grouted waste being placed in a geological disposal facility (GDF) and surrounded by a cementitious backfill. This paper describes modelling that has been carried out to develop an understanding of the possible spatial and temporal evolution within the GDF.A single waste package is assumed to be filled with an encapsulation grout, placed in an underground vault and surrounded by a cementitious backfill. Groundwater from the host rock flows into the vault and through the backfill. A simplified model system exam

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15

Tziavos, Nikolaos I., Michaela Gkantou, Marios Theofanous, Samir Dirar, and Charalampos Baniotopoulos. "Behaviour of grout-filled double-skin tubular steel stub-columns: Numerical modelling and design considerations." Structures 27 (October 2020): 1623–36. http://dx.doi.org/10.1016/j.istruc.2020.07.021.

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16

Bertolesi, Elisa, Francesca Giulia Carozzi, Gabriele Milani, and Carlo Poggi. "In Situ-Tests and Advanced Numerical Modelling for Masonry Arches Retrofitted with Steel Reinforced Grout." Key Engineering Materials 747 (July 2017): 242–49. http://dx.doi.org/10.4028/www.scientific.net/kem.747.242.

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The paper presents the results of a series of In Situ tests carried out on two masonry arches, one unreinforced and the other reinforced with SRG (Steel Reinforced Grout). An advanced numerical modelling based on a heterogeneous discretization is also reported. The arches have a span equal to 3.30 m and height 0.83 m, and are built with common Italian bricks with dimensions 250x120x55 mm3 and 10 mm thick mortar joints. The arches are built regularly spacing out two bricks laid edge on (thickness of the arch 12 cm) with two bricks (one over the other) disposed in single leaf. One of the two arc

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17

Ombres, Luciano, Antonio Iorfida, and Salvatore Verre. "FRCM/SRG - Masonry Joints: Experimental Investigation and Numerical Modelling." Key Engineering Materials 817 (August 2019): 3–8. http://dx.doi.org/10.4028/www.scientific.net/kem.817.3.

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The results of single-lap shear tests, performed on specimens with Fiber Reinforced Cementitious Matrix (FRCM) or Steel Reinforced Grout (SRG) composite strips bonded to masonry unit, are presented in this paper. This study indicates a different type of failure modes occur in PBO FRCM and SRG – masonry joints, respectively. The PBO-FRCM exhibited the typically telescopic failure mode while the SRG shows a slippage of the fibers and fracture of the external matrix layer at the fiber-matrix interface for both the composite systems investigated. Moreover, a 3D numerical model by the commercial co

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18

Khan, Kaffayatullah, Jitendra Gudainiyan, Mudassir Iqbal, et al. "Modelling Compression Strength of Waste PET and SCM Blended Cementitious Grout Using Hybrid of LSSVM Models." Materials 15, no. 15 (2022): 5242. http://dx.doi.org/10.3390/ma15155242.

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Nowadays, concretes blended with pozzolanic additives such as fly ash (FA), silica fume (SF), slag, etc., are often used in construction practices. The utilization of pozzolanic additives and industrial by-products in concrete and grouting materials has an important role in reducing the Portland cement usage, the CO2 emissions, and disposal issues. Thus, the goal of the present work is to estimate the compressive strength (CS) of polyethylene terephthalate (PET) and two supplementary cementitious materials (SCMs), namely FA and SF, blended cementitious grouts to produce green mix. For this pur

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19

Ombres, Luciano, and Salvatore Verre. "Shear strengthening of reinforced concrete beams with SRG (Steel Reinforced Grout) composites: Experimental investigation and modelling." Journal of Building Engineering 42 (October 2021): 103047. http://dx.doi.org/10.1016/j.jobe.2021.103047.

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20

Lidiard, A. B. "An Essay on the Heat of Transport in Solids and a Partial Guide to the Literature." Diffusion Foundations 4 (July 2015): 57–68. http://dx.doi.org/10.4028/www.scientific.net/df.4.57.

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This article reviews the subject of the Soret effect and Thermodiffusion in solids more generally. In doing so it draws upon computer simulations made with a method (the Grout-Gillan method) derived from the Green-Kubo approach to transport coefficients in solids. The insights into the make-up of heats of transport parameters, Q*, so obtained are described and used to provide additional insight into measured heats of transport in situations where no reliable theories or simulations exist. These insights also point to the relations between heats of transport on the one hand and phonon thermal c

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21

Ilisei, Gheorghe, Tiberiu Catalina, Marian Alexandru, and Robert Gavriliuc. "Implementation of a geothermal heat pump system in a solar passive house." E3S Web of Conferences 85 (2019): 07014. http://dx.doi.org/10.1051/e3sconf/20198507014.

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Underground energy sources are becoming increasingly popular and now geothermal heat pumps are frequently used to heat/cool different types of buildings, including for solar passive houses. This article aims at giving a contribution in the development of the thermal modelling of borehole heat storage systems, investigating the possibility of a GSHP (ground source heat pump) implementation with vertical boreholes in a solar passive house. A case study analysing a residential solar passive house is presented as a suitable modelling tool for the estimation of the thermal behaviour of GSHP systems

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22

Metcalfe, M. P., W. Koch, and G. Turner. "Break-up testing of waste-form materials." Mineralogical Magazine 76, no. 8 (2012): 2975–83. http://dx.doi.org/10.1180/minmag.2012.076.8.13.

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AbstractThe Nuclear Decommissioning Authority (NDA) is developing a safety case for the long-term management of higher activity wastes. This includes safety assessments of transport to and operations at the repository. One of the main faults and hazards to be considered is waste package response to impact accidents.The criteria of impact performance for waste packages are based upon activity release of particulates generated from the break up of the waste form during impact. The NDA approach to impact performance is based upon waste package response from finite element modelling in combination

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23

Cheng, Peng-da, Lu Li, Ju Tang, and Dao-zeng Wang. "Application of Time-Varying Viscous Grout in Gravelfoundation Anti-Seepage Treatment." Journal of Hydrodynamics 23, no. 3 (2011): 391–97. http://dx.doi.org/10.1016/s1001-6058(10)60128-x.

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24

Malena, Marialaura, Marialuigia Sangirardi, Francesca Roscini, and Gianmarco de Felice. "Numerical Modelling of the Experimental Response of SRG Systems." Key Engineering Materials 817 (August 2019): 37–43. http://dx.doi.org/10.4028/www.scientific.net/kem.817.37.

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Modern repairing and retrofitting methods for existing structures make use of composite materials, consisting of high strength textiles and a matrix, which can be either polymeric or inorganic. These kinds of techniques have been largely applied to masonry structures, since they significantly improve structural performance with a small increase of weight and a minimum invasiveness. However, the application of organic gluing agents on masonry has revealed some well-known drawbacks, which are almost all overcome resorting to inorganic matrixes, namely cement or lime mortars. An entire class of c

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25

Casasso, Alessandro, Natalia Ferrantello, Simone Pescarmona, Carlo Bianco, and Rajandrea Sethi. "Can Borehole Heat Exchangers Trigger Cross-Contamination between Aquifers?" Water 12, no. 4 (2020): 1174. http://dx.doi.org/10.3390/w12041174.

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Borehole heat exchangers (BHEs) commonly reach depths of several tens of meters and cross different aquifers. Concerns have been raised about the possibility of boreholes to act as preferential pathways for contaminant transport among aquifers (cross-contamination). This article employs numerical modelling of contaminant transport in the subsurface to address these concerns. A common hydrogeological setup is simulated, composed of three layers: A shallow contaminated and a deep uncontaminated aquifer separated by an aquitard, all crossed by a permeable borehole. The hydraulic conductivity of t

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26

Chen, Jianhang, Shiji Wang, Guoxin Sun, et al. "Investigating the Influence of Embedment Length on the Anchorage Force of Rock Bolts with Modified Pile Elements." Applied Sciences 13, no. 1 (2022): 52. http://dx.doi.org/10.3390/app13010052.

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The embedment length (EL) of full-grouting rock bolts is a core factor in rock bolt reinforcement. Therefore, understanding the influence of EL on the reinforcement performance of rock bolts benefits the rock reinforcement quality. To realise this purpose, this paper adopted the numerical modelling method. In this numerical modelling method, the structural elements of modified piles were used. The elastic debonding law was incorporated into the modified pile elements to model the debonding behaviour of the surface between rock bolts and grout. The results showed that the sliding of modified pi

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27

Feujofack K., Blériot V., and Cristiano Loss. "Predicting the structural behaviour and failure mechanism of hybrid steel-grout connectors for cross-laminated timber panels using high-fidelity finite-elements modelling." Construction and Building Materials 447 (October 2024): 138121. http://dx.doi.org/10.1016/j.conbuildmat.2024.138121.

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28

Hernandez-Martinez, Francisco G., Abir Al-Tabbaa, Zenon Medina-Cetina, and Negin Yousefpour. "Stiffness and Strength of Stabilized Organic Soils—Part I/II: Experimental Database and Statistical Description for Machine Learning Modelling." Geosciences 11, no. 6 (2021): 243. http://dx.doi.org/10.3390/geosciences11060243.

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This paper presents the experimental database and corresponding statistical analysis (Part I), which serves as a basis to perform the corresponding parametric analysis and machine learning modelling (Part II) of a comprehensive study on organic soil strength and stiffness, stabilized via the wet soil mixing method. The experimental database includes unconfined compression tests performed under laboratory-controlled conditions to investigate the impact of soil type, the soil’s organic content, the soil’s initial natural water content, binder type, binder quantity, grout to soil ratio, water to

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Sayed-Ahmed, Ezzeldin Y., and Nigel G. Shrive. "Design of face-shell bedded hollow masonry subject to concentrated loads." Canadian Journal of Civil Engineering 23, no. 1 (1996): 98–106. http://dx.doi.org/10.1139/l96-010.

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Many parameters affect the behaviour and failure of face-shell bedded hollow masonry subject to concentrated load. Detailed study of these parameters is needed to develop realistic design rules for this situation. The effects of loaded length and wall dimensions on capacity of the face-shell bedded hollow masonry subject to concentrated load are studied; the effect of mortar joint strength is also evaluated. The current design detail of filling some of the blocks under the concentrated load with grout is reviewed. The study was performed with a nonlinear elastoplastic finite element model that

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30

Sundaravadivelu, R., C. G. Nandakumar, S. K. Srivastava, and C. Ganapathy. "Experimental studies to determine strain concentration factors for space tubular joints." Journal of Strain Analysis for Engineering Design 22, no. 4 (1987): 237–45. http://dx.doi.org/10.1243/03093247v224237.

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This paper presents studies carried out on grouted and ungrouted space tubular joints, with K in one plane and T in the orthogonal plane. Three models have been tested for different load cases adopting T, K, and both T and K (STK) configurations. The tubular joints used in offshore structures, especially in jacket platforms, are multiplanar and some are grouted and hence their study is essential. The stress concentration factor, SCF, as determined using the semi-empirical formulae which are applicable for planar joints are not appropriate for space, grouted joints. The results of the present s

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31

Tarrad, Ali H. "Borehole Thermal Analysis for a Closed Loop Vertical U-Tube DX Ground Heat Exchanger." Mathematical Modelling of Engineering Problems 8, no. 4 (2021): 501–9. http://dx.doi.org/10.18280/mmep.080402.

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The borehole geometry configuration and its sizing represent great challenges to the thermal equipment designer in the field of geothermal energy source. The present work represents a piece in that direction to avoid elaborate mathematical and computation schemes constraints for the preliminary design of the U-tube ground heat exchanger operates under a steady-state condition. A correlation was built for the prediction of the borehole thermal resistance. The U-tube diameter, leg spacing, borehole diameter, and the offset configuration with respect to the center of the borehole were introduced

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32

Wong, H., V. Trompille, and D. Dias. "Extrusion analysis of a bolt-reinforced tunnel face with finite ground-bolt bond strength." Canadian Geotechnical Journal 41, no. 2 (2004): 326–41. http://dx.doi.org/10.1139/t03-084.

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In this paper a new analytical model is proposed to analyse the displacement behaviour of a tunnel face reinforced by bolts, using the homogenization approach for periodic media. Based on previous works, this new model was developed to take into account a finite bond strength of the groutsoil interface, which is more realistic than the perfect bonding assumption. The interface behaviour is simulated by an elastic perfectly plastic constitutive law. The interface sliding occurs when the shear stress reaches the bond strength. This new feature allows for a more correct estimate of the bolt te

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33

Ghadr, Soheil, Arya Assadi-Langroudi, Ching Hung, Brendan C. O’Kelly, Hadi Bahadori, and Taher Ghodsi. "Stabilization of Sand with Colloidal Nano-Silica Hydrosols." Applied Sciences 10, no. 15 (2020): 5192. http://dx.doi.org/10.3390/app10155192.

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Colloidal nano-silica (NS) hydrosols are electrochemically stabilized, polymerized amorphous silica in low viscosity solutions, and in the form of hydrated gels, silica globules or pellicles. Compared to applications in concrete technology, the use of silica-based binders for groundwork applications has received little attention. Silica-based hydrosols impose no known direct risks to humans and are generally courteous to the soil health and ecosystem service functions. Their localized impact on microorganisms however needs to be further investigated. To this end, NS hydrosols have a scope for

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34

Lekić Brettschneider, Amalia, and Luka Perković. "NUMERICAL ANALYSIS OF BOREHOLE HEAT EXCHANGER PERFORMANCE IN SHALLOW GRAVEL AQUIFERS AND CLAY-DOMINATED SOIL." Rudarsko-geološko-naftni zbornik 39, no. 2 (2024): 75–84. http://dx.doi.org/10.17794/rgn.2024.2.6.

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The performance of geothermal heat extraction in shallow aquifers depends on both Borehole Heat Exchanger (BHE) and soil or aquifer properties. In this work, an analysis of the thermal yield of a shallow geothermal reservoir was made numerically with the finite element method used to simulate heat and mass transfer in the three-dimensional reservoir. The main parameters for analysis which have been considered are the geometry and physical parameters of the BHE and grout, as well as aquifer matrix and groundwater fluid. Physical parameters are thermal conductivity, flow conductivity, expansion

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35

Xu, Yongxin. "Book review: Groundwater Resources Modelling: A Case Study from the UK, edited by M.G. Shepley, M.I. Whiteman, P.J. Hulme and M.W. Grout (The Geological Society of London: Special Publication 364, 2012)." Hydrogeology Journal 21, no. 3 (2013): 733–34. http://dx.doi.org/10.1007/s10040-013-0954-7.

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36

Suchorzewski, Jan, Mathias Flansbjer, Ojas Chaudhari, and Natalie Williams Portal. "Experimental Development and Field Validation of Rock Anchors for Sustainable Onshore Foundations." Journal of Physics: Conference Series 2745, no. 1 (2024): 012011. http://dx.doi.org/10.1088/1742-6596/2745/1/012011.

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Abstract The development of an innovative rock anchor prototype manufactured using high strength steel sheets produced locally in Sweden is the core of the PROWIND concept. Steel sheets provide a design freedom to easily manufacture complex geometries, which can be advantageous to enhance the shear force transmission in the bond-length segment of the anchor. The underlying challenge of this concept has been to design a solution which meets the design requirements of today and future technological advancements, all while keeping conventional installation practices in mind. The project followed

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37

Nawi, R. Mat, S. A. Mohd Noah, and L. Q. Zakaria. "Evaluation of Group Modelling Strategy in Model-Based Collaborative Filtering Recommendation." International Journal of Machine Learning and Computing 10, no. 2 (2020): 330–38. http://dx.doi.org/10.18178/ijmlc.2020.10.2.939.

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de Vreede, Gert-Jan. "Group Modelling for Understanding." Journal of Decision Systems 6, no. 3 (1997): 197–220. http://dx.doi.org/10.1080/12460125.1997.10511723.

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39

Nuttall, Ben. "Mathematical modelling study group." MSOR Connections 11, no. 3 (2011): 10. http://dx.doi.org/10.11120/msor.2011.11030010.

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Marangoni, GianDemetrio, Gianluca Colombo, and Giulio Fezzi. "Modelling Intra-Group Relationships." Economic Systems Research 16, no. 1 (2004): 85–104. http://dx.doi.org/10.1080/0953531032000164819.

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Marangoni, GianDemetrio, Gianluca Colombo, and Giulio Fezzi. "Modelling Intra-Group Relationships." Technology Analysis & Strategic Management 16, no. 1 (2004): 85–104. http://dx.doi.org/10.1080/0953531032000164819a.

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Kalaycı, Özlem, and Özge Gün. "Group Modelling Competencies of Seventh Grade Mathematics Students." International Journal for Mathematics Teaching and Learning 23, no. 2 (2022): 84–114. http://dx.doi.org/10.4256/ijmtl.v23i2.359.

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In recent years many curricula all over the world have included modelling competencies and their promotion (Kaiser & Brand, 2015). There is, however, a need within the current modelling literature domain to investigate what modelling competencies are and how they vary in mathematically weak and strong groups of students. This study examined how mathematical modelling competencies displayed in seventh grade students working in two groups. It was qualitative in nature and it took competencies from existing literature into a detailed analysis of the modelling situation. The findings firmly su

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43

Constantin-Bala, Zamfirescu, Duța Luminița, and Iantovics Barna. "BRAIN Journal - The Cognitive Complexity in Modelling the Group Decision Process." Brain Journal 1, https://www.edusoft.ro/brain/index.php/brain/article/view/105/236 (2010): 69–79. https://doi.org/10.5281/zenodo.1036723.

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ABSTRACT The paper investigates for some basic contextual factors (such us the problem complexity, the users’ creativity and the problem space complexity) the cognitive complexity associated with modelling the group decision processes (GDP) in e-meetings. The analysis is done by conducting a sociosimulation experiment for an envisioned collaborative software tool that acts as a stigmergic environment for modelling the GDP. The simulation results revels some interesting design guidelines for engineering some contextual functionalities that minimize the cognitive complexity associated with model

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Langrock, Roland, J. Grant C. Hopcraft, Paul G. Blackwell, et al. "Modelling group dynamic animal movement." Methods in Ecology and Evolution 5, no. 2 (2014): 190–99. http://dx.doi.org/10.1111/2041-210x.12155.

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Whitfield, Michael, and David Turner. "Questions for the modelling group." Applied Geochemistry 3, no. 1 (1988): 95–96. http://dx.doi.org/10.1016/0883-2927(88)90066-2.

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U.Saravanakumar. "Clustering Textures with EHG Algorithm for Modelling Video." International Journal of Computer Science and Engineering Communications 1, no. 1 (2013): 42–46. https://doi.org/10.5281/zenodo.821755.

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In this paper we present a novel approach for common recognition of group activities for video surveillance applications. We propose a Energetic-based approach for detecting abnormal events in surveillance video. It requires the appropriate definition of similarity between events. Human pose estimation via motion tracking systems can be considered as a regression problem within a discriminative framework. We defined the overfitting problem was handled by Hidden Markov Model based similarity. We propose in this paper a multi model-based similarity measure. In this measure, the Hidden Markov Mod

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Kusano, H., and T. Umeda. "Modelling vortex movement of animal group." Seibutsu Butsuri 41, supplement (2001): S83. http://dx.doi.org/10.2142/biophys.41.s83_4.

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Luchkovskaya, Natalya Vladimirovna, and Irina Yuryevna Sakash. "MODELLING EDUCATIONAL SYSTEM OF THE GROUP." V mire nauchnykh otkrytiy, no. 1.1 (January 28, 2014): 755. http://dx.doi.org/10.12731/wsd-2014-1.1-26.

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Klein, Dominik, and Jan Sprenger. "MODELLING INDIVIDUAL EXPERTISE IN GROUP JUDGEMENTS." Economics and Philosophy 31, no. 1 (2015): 3–25. http://dx.doi.org/10.1017/s0266267114000388.

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Abstract:Group judgements are often – implicitly or explicitly – influenced by their members’ individual expertise. However, given that expertise is seldom recognized fully and that some distortions may occur (bias, correlation, etc.), it is not clear that differential weighting is an epistemically advantageous strategy with respect to straight averaging. Our paper characterizes a wide set of conditions under which differential weighting outperforms straight averaging and embeds the results into the multidisciplinary group decision-making literature.

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Pérez, Luis G., Francisco Mata, Francisco Chiclana, Gang Kou, and Enrique Herrera-Viedma. "Modelling influence in group decision making." Soft Computing 20, no. 4 (2016): 1653–65. http://dx.doi.org/10.1007/s00500-015-2002-0.

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