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Journal articles on the topic 'Geo-grid'

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1

Hwang, Beong Bok, Y. H. Lee, K. H. Min, Jung Min Seo, and Han Yong Jeon. "An Assessment of Mechanical Properties of Geo-Grid Reinforced Material and its Applicability." Materials Science Forum 539-543 (March 2007): 979–82. http://dx.doi.org/10.4028/www.scientific.net/msf.539-543.979.

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Geo-composites are generally made by hybridizing of some components among geo-textile, geo-grid, geo-membrane, geo-net, and other materials. Due to practical applicability of geotechnical structures, the demand of geo-composites, especially for drainage application, has gradually increased. In the present study, the geo-composites bonded with geo-grid in chemical process were investigated experimentally in terms of strain evaluation and creep response values. Geo-grid plays an important role as a reinforcing material. Three kinds of geo-grid were prepared as strong yarn polyester and they were
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2

Wang, Li Yan, Xiao Lei Du, Fu Xing Zhang, and Rong Qiu Xue. "Finite Difference Study on Seismic Reinforcement Force of Geo-Grid Reinforced Soil Retaining Wall." Applied Mechanics and Materials 488-489 (January 2014): 354–58. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.354.

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For the geo-grid reinforced retaining wall, the reinforcement mechanism of seismic behavior is unclear, and there is no reasonable standard for seismic design. A non-linear finite difference method which is based on Lagrange method was applied to analyze internal reinforcement force of geo-grid under different design parameters. The elastic-plastic model is simulated to backfill soil and foundation, and the coupled elastic parameters are used to describe the interaction of soil and geo-grid. The design parameters include geo-grid reinforcement spacing, reinforcement length, backfill soil stiff
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3

Dahre, Jayant Kumar. "Increasing Strength of Sub-grade Layer of Pavement using Geo-grid." International Journal for Research in Applied Science and Engineering Technology 10, no. 1 (2022): 305–7. http://dx.doi.org/10.22214/ijraset.2022.39808.

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Abstract: This Paper describes the beneficial impact of reinforcing the sub-grade layer with a single layerof geo-grid at different positions and thereby determination of optimum position of reinforcement layer. The( best) optimum position was determined based on California Bearing Ratio (CBR value) and unconfined compression tests were conducted to decide the optimum position of geo-grid. The CBR value of a soil increases by 50-100% when it is reinforced with a single layer of geogrid. The amount of development (Improvement) depends upon the type of soil and position of geo-grid. CBR of sub-g
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4

Breidenbach, Philipp, and Lea Eilers. "RWI-GEO-GRID: Socio-economic data on grid level." Jahrbücher für Nationalökonomie und Statistik 238, no. 6 (2018): 609–16. http://dx.doi.org/10.1515/jbnst-2017-0171.

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5

Alharbi, Fawaz, Ahmed Almoshaigeh, Meshal Almoshaogeh, Ahmed Elragi, and Sherif Elkholy. "Effect of Geo-Grid Depth in Roads Cross-Section on Reducing Pavement Rutting." Eng 3, no. 1 (2021): 1–8. http://dx.doi.org/10.3390/eng3010001.

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Pavement structures cover vast areas of urban cities and non-urban roads and play a key role in daily commuting functionality and economic development; therefore, they must be conserved against any distress. The rutting problem, being a major distress to the pavement structure, must be solved and dealt with in order to preserve its value. One way of solving this dilemma is by using geo-grids within the pavement structure. A geo-grid is a synthetic material usually made from polymers with different thicknesses and stiffnesses. This paper investigates the effects of geo-grids on reducing the rut
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Tang, Xiao Song, Ying Ren Zheng, and Yong Fu Wang. "The Application and Design of Geo-Grid in the High Embankment Engineering in Airport." Applied Mechanics and Materials 90-93 (September 2011): 1879–87. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1879.

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With the conduction of west development in China, the constructions of airports in the southwest mountainous areas are being carried out rapidly. Due to the various exteriors limitations, the embankment engineering in airports often exist some problems such as large height and slope ratio. So the stability of high embankment engineering is very essential to the construction and operation of airport. The cost of geo-grid material is very low and the construction is convenient. The embedding and occlusion of soil mass can be realized through its unique grid structure. The practical engineering s
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Zarringol, Mohammadehsan, and Mohammadreza Zarringol. "Study on the Impact of Sand-Clay Bond in Geo-grid and Geo-Textile on Bearing Capacity." Journal of Sustainable Development 9, no. 6 (2016): 83. http://dx.doi.org/10.5539/jsd.v9n6p83.

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<p>This paper aims to determine the impact of sand-clay bond in geo-grid and geo-textile on bearing capacity. In doing so, we examined clay-geo-synthetics, sand-geo-synthetics and clay-sand-geo-synthetics samples using direct shear tests. The friction between clay and reinforcement was provided by encapsulated-sand system.</p><p>This method is used to transfer the tensile force mobilized in geo-synthetics from sand to clay and improve the strength parameters of clay. This study indicated that the provision of a thin layer of sand at both sides of the reinforcement significant
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8

Karim, Hussein H., Zeena W. Samueel, and Adel H. Jassem. "Behaviour of Soft Clayey Soil Improved by Fly Ash and Geogrid under Cyclic Loading." Civil Engineering Journal 6, no. 2 (2020): 225–37. http://dx.doi.org/10.28991/cej-2020-03091466.

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The effect of Cyclic loading on the foundation behaviour of many engineering structures presents more important and related to many problems in geotechnical engineering, Especially when construction on soft ground area which represent one of the major concerns in geotechnical engineering. This paper is conducted to investigate the influence of using several improving techniques as (fly ash, Geo-grid, fly ash and Geo-grid) on the behavior of soft clayey soil subjected to cyclic loading. A total of twenty four models have been tested which consists of a wide domain of boundary conditions, such a
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9

Tang, Xiao Song, Ying Ren Zheng, and Lai Jie. "Application of FEM Strength Reduction Dynamic Analysis in the Seismic Design of Reinforced Earth-Retaining Wall with Geo-Grid." Applied Mechanics and Materials 580-583 (July 2014): 1419–25. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1419.

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Due to the special mesh structure, geo-grid material can avoid local subsidence of filling material, reduce uneven settlement of soil mass to the largest degree and improve the whole stability of soil mass, so the reinforced earth-retaining wall with geo-grid is widely used in engineering. Meanwhile, researches on its dynamic characters are not enough and it is hard to judge the whole stability of reinforced earth-retaining wall under seismic condition. When unstable failure happens, the location of failure surface can hardly be identified. These disadvantages have seriously limited the develo
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10

Ritu Mewade. "Study and Analysis of Soil Stabilization using Geo-grid." Journal of Information Systems Engineering and Management 10, no. 54s (2025): 54–59. https://doi.org/10.52783/jisem.v10i54s.11034.

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Soil stabilization is a vital technique in civil engineering, particularly when constructing on weak or expansive soils. Geo-grids have emerged as a modern and efficient method to reinforce and stabilize soils. This paper investigates the effectiveness of geo-grid reinforcement in enhancing the load-bearing capacity, reducing settlement, and improving the overall performance of subgrades. A series of laboratory tests including CBR (California Bearing Ratio), UCS (Unconfined Compressive Strength), and plate load tests were conducted on native soil samples with and without geo-grid inclusion. Re
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11

Zhang, Yong Li, Yao Zhang, Yu Lin Ma, Chang Su, and Xiang Feng Liu. "Numerical Analysis of Geo-Grid to Enhence Stability of Tailings Dam." Advanced Materials Research 868 (December 2013): 287–90. http://dx.doi.org/10.4028/www.scientific.net/amr.868.287.

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The stability of tailing dams has recently become a hot issue on the engineering, and geo-synthetics curing processing applications are widely used. The influence of the tailings dam stability of geo-textile grid by calculating and analyzing with numerical simulation is studied. It reveals the mechanical behavior and the inherent law of the dam under different physical properties and different conditions of geo-grid. The force of reinforcement and the change law of ultimate load under different working conditions are systematically simulated by FLAC, and then analyze the formation process of s
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12

Zhang, Haitao, Zhi Li, Weilin Wang, Yasheng Zhang, and Hao Wang. "Geostationary Orbital Debris Collision Hazard after a Collision." Aerospace 9, no. 5 (2022): 258. http://dx.doi.org/10.3390/aerospace9050258.

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Many space objects are densely distributed in the geostationary (GEO) band, and the long-term impact of the collision of GEO spacecraft and space debris on the GEO environment has attracted more and more attention. After summarizing the advantages and disadvantages of the long-term evolution model based on the “Cube” collision probability calculation model, the “Grid” model, a long-term evolution model especially suitable for GEO band, was established. For four types of collision and disintegration events, the “Grid” model was used to study the space environment in the GEO band after collision
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13

Sahil, Verma, and Nitin Thakur Er. "A Review: Use of Geo-grid in Construction of Flyover." International Journal of Engineering Research & Science 5, no. 4 (2019): 01–04. https://doi.org/10.5281/zenodo.2654544.

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<strong><em>Abstract</em></strong><strong>&mdash;</strong> <em>A pavement structure consists of numerous layers out of which sub-grade plays a vital role for the very first purpose of distributing and transmitting traffic loads coming over it to the strata underneath. What&rsquo;s more if layer of sub-grade in pavement comprises of extensive soil i.e. soil containing montmorilonite mineral, at that point because of changes in water content and consequent swelling and shrinkage that may result into numerous of failure resulting into rutting, bumps, reduction in bearing capacity of pavement. Cha
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14

Jöckel, P. "Technical note: Recursive rediscretisation of geo-scientific data in the Modular Earth Submodel System (MESSy)." Atmospheric Chemistry and Physics Discussions 6, no. 3 (2006): 4673–88. http://dx.doi.org/10.5194/acpd-6-4673-2006.

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Abstract. This technical note describes a method for the rediscretisation of "gridded'' geo-scientific data. A recursive algorithm (NREGRID) is derived to solve the rediscretisation problem for orthogonal grids (also curvilinear) of arbitrary dimension. The algorithm is used within the program NCREGRID to handle geo-scientific data. These data are typically 2-dimensional (latitude-longitude grid), or 3-dimensional (latitude-longitude grid with a vertical pressure, or hybrid pressure coordinate, as used in atmospheric modelling). NCREGRID can be used as stand-alone program for the transformatio
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15

Jöckel, P. "Technical note: Recursive rediscretisation of geo-scientific data in the Modular Earth Submodel System (MESSy)." Atmospheric Chemistry and Physics 6, no. 11 (2006): 3557–62. http://dx.doi.org/10.5194/acp-6-3557-2006.

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Abstract. This technical note describes a method for the rediscretisation of "gridded" geo-scientific data. A recursive algorithm (NREGRID) is derived to solve the rediscretisation problem for orthogonal grids (including curvilinear) of arbitrary dimension. The algorithm is used within the program NCREGRID to handle geo-scientific data. These data are typically 2-dimensional (latitude-longitude grid), or 3-dimensional (latitude-longitude grid with a vertical pressure, or hybrid pressure coordinate, as used in atmospheric modelling). NCREGRID can be used as stand-alone program for the transform
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16

Chai, Hong, and Jiu Yuan Huo. "A Study on Grid-Based Geography Visualization Environment." Applied Mechanics and Materials 367 (August 2013): 513–17. http://dx.doi.org/10.4028/www.scientific.net/amm.367.513.

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Visualization is an efficient technology to display the information and the inherent properties of geographic data, mine the regularity and development trends between the data and give researchers the unexpected insight. As the using and distribution of visualization resources exists imbalance, in order to meet the need of Geography Science, this paper presented a Grid Computing-based High-performance Visualization Environment. This environment is based on the mature grid middleware, CGSP to achieve the Grid integration and sharing of the geo science visualization software. A demonstration app
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17

Wen, R., and S. Li. "GENERATIVE DESIGN FOR PRECISION GEO-INTERVENTIONS." ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences X-3/W2-2022 (October 27, 2022): 37–42. http://dx.doi.org/10.5194/isprs-annals-x-3-w2-2022-37-2022.

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Abstract. The purpose of this research is to develop an approach for a Spatial Decision Support System (SDSS) that integrates Geographic Information Systems (GIS), Automated Machine Learning (AutoML), and Hyperparameter Optimization (HPO) to generate precision geo-interventions based on standardized geospatial data and user design constraints. The geo-intervention generation approach involves three steps: (1) Geo-binning, (2) AutoML, and (3) Prediction Optimization. Geo-binning is used to standardize geospatial data into regularized grids as inputs into AutoML models. Prediction optimization g
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18

Zhao, Qinpei, Yang Shi, Qin Liu, and Pasi Fränti. "A grid-growing clustering algorithm for geo-spatial data." Pattern Recognition Letters 53 (February 2015): 77–84. http://dx.doi.org/10.1016/j.patrec.2014.09.017.

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19

Sekiguchi, Satoshi, Yoshio Tanaka, Isao Kojima, et al. "Design Principles and IT Overviews of the GEO Grid." IEEE Systems Journal 2, no. 3 (2008): 374–89. http://dx.doi.org/10.1109/jsyst.2008.925976.

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20

Breidenbach, Philipp, Matthias Kaeding, and Sandra Schaffner. "Population Projection for Germany 2015–2050 on Grid Level (RWI-GEO-GRID-POP-Forecast)." Jahrbücher für Nationalökonomie und Statistik 239, no. 4 (2019): 733–45. http://dx.doi.org/10.1515/jbnst-2017-0149.

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21

Pethalakshmi, A., and C. Jeyabharathi. "Geo-Chord: Geographical Location based Chord Protocol in Grid Computing." International Journal of Computer Applications 94, no. 3 (2014): 31–38. http://dx.doi.org/10.5120/16325-5589.

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22

Ebid, Ahmed M., Kennedy C. Onyelowe, Mohamed Salah, and Edward I. Adah. "Using FEM-AI Technique to Predict the Behavior of Strip Footing Rested on Undrained Clay Layer Improved with Replacement and Geo-Grid." Civil Engineering Journal 9, no. 5 (2023): 1230–43. http://dx.doi.org/10.28991/cej-2023-09-05-014.

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The objective of this research is to predict how strip footings behave when rested on an undrained clay layer enhanced using a top replacement layer with and without a geo-grid. The study was conducted in several stages, including collecting load-settlement curves from "Finite Element Method" (FEM) models with different clay strengths, replacement thicknesses, and axial stiffnesses of the geo-grid. These curves were then idealized using a hyperbolic model, and the idealized hyperbolic parameters were predicted using three different AI techniques. According to the numerical results, the ultimat
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23

Liu, Du, Yi, Liang, Ma, and Pei. "Quantitative Association between Nighttime Lights and Geo-Tagged Human Activity Dynamics during Typhoon Mangkhut." Remote Sensing 11, no. 18 (2019): 2091. http://dx.doi.org/10.3390/rs11182091.

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The daily nighttime lights (NTL) and the amount of location-service requests (NLR) data have been widely used as a proxy for measures of disaster-induced power outages and geo-tagged human activity dynamics. However, the association between the two datasets is not well understood. In this study, we investigated how the NTL signals and geo-tagged human activities changed in response to Typhoon Mangkhut. The confusion matrix is constructed to quantify the changes of the NLR in response to Typhoon Mangkhut, as well as the changes of the NTL signals at the grid level. Geographically-weighted regre
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Budania, Ravindra, and Dr R. P. Arora. "Performance Study of Square Footing Resting Over Geo-Grid Reinforced Sand." International Journal of Engineering Research and Applications 07, no. 02 (2017): 54–59. http://dx.doi.org/10.9790/9622-0702015459.

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SREEKESHAVA, K. S., and KUMAR A.S.ARUN. "EXPERIMENTAL STUDIES ON RESPONSE OF BIAXIAL GEO-GRID PROPORTIONED CEMENT CONCRETE." i-manager’s Journal on Civil Engineering 8, no. 2 (2018): 15. http://dx.doi.org/10.26634/jce.8.2.14550.

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Aboud, Ghufraan Mohammed, and Mariam Hassan Abbas. "Reinforcement Soft Soil by Ballast and Geo Grid Overlaying the Soil." International Journal of Engineering Trends and Technology 62, no. 2 (2018): 74–79. http://dx.doi.org/10.14445/22315381/ijett-v62p213.

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Miyake, Noriharu, and Atsushi Denda. "Utilization of underground spaces in urban areas: Urban geo-grid plan." Engineering Geology 35, no. 3-4 (1993): 175–81. http://dx.doi.org/10.1016/0013-7952(93)90004-v.

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28

Liu, Qing, Yan-zhao Xie, Ning Dong, Yu-hao Chen, Min-zhou Liu, and Quan Li. "Uncertainty Quantification of Geo-Magnetically Induced Currents in UHV Power Grid." IEEE Transactions on Electromagnetic Compatibility 62, no. 1 (2020): 258–65. http://dx.doi.org/10.1109/temc.2019.2894945.

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Asha, R. M., S. Sivaramakrishnan, J. Rajesh, K. Kolappan, and A. Ponshanmugakumar. "Performance evaluation of composite plastic modified pavement blocks with Geogrid Reinforcement." Journal of Physics: Conference Series 2837, no. 1 (2024): 012040. http://dx.doi.org/10.1088/1742-6596/2837/1/012040.

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Abstract According to estimates made on March 31, 2018, India’s roads will be 6,603,293 kilometres long, which is 4,103,096 miles. The Indian road network is now the second biggest in the world, after the US road network. The roads in question, on the other hand, don’t have the desired effects because their CBR number is too low. In India, most of the roads are in bad shape. The most common problems are potholes, ruts, cracks, and areas of sinking and settlement, which happen more often during the rainy season. First and foremost, these are the effects of the subgrade being in an area that is
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30

Bousserez, N., D. K. Henze, B. Rooney, et al. "Constraints on methane emissions in North America from future geostationary remote sensing measurements." Atmospheric Chemistry and Physics Discussions 15, no. 13 (2015): 19017–44. http://dx.doi.org/10.5194/acpd-15-19017-2015.

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Abstract. The success of future geostationary (GEO) satellite observation missions depends on our ability to design instruments that address their key scientific objectives. In this study, an Observation System Simulation Experiment (OSSE) is performed to quantify the constraints on methane (CH4) emissions in North America obtained from Short Wave Infrared (SWIR), Thermal Infrared (TIR) and multi-spectral measurements in geostationary orbit compared to existing SWIR low earth (LEO) measurements. A stochastic algorithm is used to compute the information content of a variational inversion at hig
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31

Kosichenko, Yuri M., Oleg Andreevich Baev, and Sergey Mikhailovich Vasilyev. "Geo-Composite Drainage Material for Hydro-Technical and Civil Engineering." Solid State Phenomena 316 (April 2021): 1025–30. http://dx.doi.org/10.4028/www.scientific.net/ssp.316.1025.

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The article deals with the «GP» geo-composite drainage material, which is used in hydro-technical, civil, as well as environmental, industrial and landscape construction. This material is intended for complex application, as a separating, filtering and reinforcing layer in the structures of protective dams on rivers, reservoirs, channels, an earth work of linear transport constructions (automobile and railway facilities) and other hydraulic engineering constructions. It is a combined geo-synthetic material, including a rigid geo-grid of the lattice structure and a filtering geotextile element.
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Di, Xuejing, Dong June Lew, and Kwang Woo Nam. "Discovering Homogeneous Groups from Geo-Tagged Videos." Sensors 23, no. 9 (2023): 4443. http://dx.doi.org/10.3390/s23094443.

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The popularity of intelligent devices with GPS and digital compasses has generated plentiful videos and images with text tags, timestamps, and geo-references. These digital footprints of travelers record their time and spatial movements and have become indispensable information resources, vital in applications such as how groups of videographers behave and in future-movement prediction. In this paper, first we propose algorithms to discover homogeneous groups from geo-tagged videos with view directions. Second, we extend the density clustering algorithm to support fields-of-view (FoVs) in the
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33

K. S, Sreekeshava. "Experimental Evaluation on Response of Polyester Biaxial Geo-Grid proportioned Cement Concrete." International Journal for Research in Applied Science and Engineering Technology 6, no. 4 (2018): 916–21. http://dx.doi.org/10.22214/ijraset.2018.4156.

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., Hemantkumar Ronad. "AN EXPERIMENTAL STUDY OF SQUARE FOOTING RESTING ON GEO-GRID REINFORCED SAND." International Journal of Research in Engineering and Technology 03, no. 05 (2014): 177–81. http://dx.doi.org/10.15623/ijret.2014.0305035.

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mathi, A. Hema, Binu Sukumar, and S. Kok ila. "Comparative study on strength characteristics of Geo grid and Ferro cement panel." International Journal of Civil Engineering 4, no. 7 (2017): 11–17. http://dx.doi.org/10.14445/23488352/ijce-v4i7p102.

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Teegavarapu, Ramesh S. V., Tadesse Meskele, and Chandra S. Pathak. "Geo-spatial grid-based transformations of precipitation estimates using spatial interpolation methods." Computers & Geosciences 40 (March 2012): 28–39. http://dx.doi.org/10.1016/j.cageo.2011.07.004.

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Yamamoto, H., A. Kamei, R. Nakamura, et al. "Field Sensor Virtual Organization Integrated with Satellite Data on a Geo Grid." Data Science Journal 8 (2010): IGY21—IGY31. http://dx.doi.org/10.2481/dsj.ss_igy-015.

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38

Doherty, Paul. "A social geography of the belfast urban area, 1971." Irish Geography 11, no. 1 (2016): 68–87. http://dx.doi.org/10.55650/igj.1978.827.

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The 1971 Census of Population was the first United Kingdom census to geo‐code the data by grid referencing. This was used to provide a matrix of variables on a system of one kilometre grid squares for the Belfast Urban Area. Principal Components Analysis of this data enabled three dimensions to be identified: Social Structure, Age Structure and Ethnic Structure. The distribution of these three dimensions is discussed, and a hierarchical grouping procedure is employed to summarise the spatial variation in these three dimensions into eight regional types.
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Apostolidis, Savvas D., Georgios Vougiatzis, Athanasios Ch Kapoutsis, Savvas A. Chatzichristofis, and Elias B. Kosmatopoulos. "Systematically Improving the Efficiency of Grid-Based Coverage Path Planning Methodologies in Real-World UAVs’ Operations." Drones 7, no. 6 (2023): 399. http://dx.doi.org/10.3390/drones7060399.

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This work focuses on the efficiency improvement of grid-based Coverage Path Planning (CPP) methodologies in real-world applications with UAVs. While several sophisticated approaches are met in literature, grid-based methods are not commonly used in real-life operations. This happens mostly due to the error that is introduced during the region’s representation on the grid, a step mandatory for such methods, that can have a great negative impact on their overall coverage efficiency. A previous work on UAVs’ coverage operations for remote sensing, has introduced a novel optimization procedure for
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Sivapriya, S. Vijayasimhan, and Shanmugam Ganesh-Kumar. "Functional and cost- benefits of geosynthetics as subgrade reinforcement in the design of flexible pavement." Revista Facultad de Ingeniería 28, no. 51 (2019): 39–49. http://dx.doi.org/10.19053/01211129.v28.n51.2019.9082.

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The vertical stress exerted by the vehicles will be high in a populated road and to increase the bearing capacity of subgrade characteristics, geosynthetic material can be used. In the current study different geosynthetic material such as geo-grid, geo-textile and geo-membrane were used to as a subgrade reinforcement member inside the CBR mould for understanding the improvement in subgrade for single, two and three geosynthetic layering in the CBR mould. The results show there was a constant increase in the bearing with the increase in a number of layers and this improvement varied with type o
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Hall, Monika, Pia Bereuter, and Achim Geissler. "Potential-estimation of thermal micro-grids in urban areas based on heat load and building clustering." Journal of Physics: Conference Series 2600, no. 2 (2023): 022016. http://dx.doi.org/10.1088/1742-6596/2600/2/022016.

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Abstract As a result of climate change, fossil heating systems must be replaced with renewable systems. The question arises whether it makes sense for each building to have its own new heating system or whether a thermal micro-grid is possible. In this paper a model is presented which allows to aggregate buildings into thermal micro-grid clusters. All gas-heated residential buildings of Basel (Switzerland) are marked via geo-data. The heat demand of each building is determined depending on the year of construction and is then converted into the heat load. Each building then is grouped into the
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42

Waseem, Shakeel Ahmad, A. B. Danie Roy, R. Siva Chidambaram, and Gaurav Ghangas. "Feasibility of Geo-Grid as confining Reinforcement in RC Columns: An Experimental Investigation." Journal of The Institution of Engineers (India): Series A 103, no. 1 (2022): 139–53. http://dx.doi.org/10.1007/s40030-021-00593-2.

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Tomaselli, Domenico, Paul Stursberg, Michael Metzger, and Florian Steinke. "Probabilistic geo-referenced grid modeling: A Bayesian approach for integrating available system measurements." Applied Energy 380 (February 2025): 124913. https://doi.org/10.1016/j.apenergy.2024.124913.

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Yalciner, Hakan, Atila Kumbasaroglu, İbrahim Ertuc, and Ahmet İhsan Turan. "Confinement Effect of Geo-grid and Conventional Shear Reinforcement Bars Subjected to Corrosion." Structures 13 (February 2018): 139–52. http://dx.doi.org/10.1016/j.istruc.2017.12.004.

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Podkovalnikov, Sergei, Lyudmila Chudinova, Ivan L. Trofimov, and Leonid Trofimov. "Structural and Operating Features of the Creation of an Interstate Electric Power Interconnection in North-East Asia with Large-Scale Penetration of Renewables." Energies 15, no. 10 (2022): 3647. http://dx.doi.org/10.3390/en15103647.

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Transition to green energy is the dominant process in the electricity sector globally, including in North-East Asia (NEA). The interstate power grid expansion in the NEA will facilitate the large-scale development of intermittent and uncertain green generation. This paper is aimed at considering the structural and operating features and effectiveness of a potential NEA power grid with large-scale penetration of renewables. A computing and geo-information system provides collection, processing, storage, and geo-visualization of technical and economic data. It incorporates a mathematical model f
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D’Andrea, Andrea. "Reconsidering the Topography of al-Balīd (Oman): A Preliminary Review of the Graphical Documentation." Annali Sezione Orientale 81, no. 1-2 (2021): 39–50. http://dx.doi.org/10.1163/24685631-12340110.

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Abstract In the last 70 years several groups investigated the ancient site of al-Balīd. From Costa onwards all researchers placed their spatial data on the grid provided by the Italian archaeologist; in order to precise the positioning of the monuments and of the single excavations, the scholars sub-divided the original grid in smaller units. Jansen introduced a completely 3D digital recording system by the use of total station. Isenberg improved the information system using more sophisticated and accurate spatial technologies. From Jansen onwards all data were geo-referenced according to loca
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Pokorny, Florian B., Moritz Fišer, Franz Graf, Peter B. Marschik, and Björn W. Schuller. "Sound and the City: Current Perspectives on Acoustic Geo-Sensing in Urban Environment." Acta Acustica united with Acustica 105, no. 5 (2019): 766–78. http://dx.doi.org/10.3813/aaa.919357.

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Acoustic geo-sensing deals with the derivation of spatial information from audio data. Motivated by the rising field of sensing information in (smart) cities, we present current perspectives and a methodological update on the acoustic-based solution of recognition problems in a complex urban real-world scenario. In particular, we examine a static and a sequential approach for the automatic recognition of a cyclist's route between fixed endpoints, the route direction, and the route progress, solely based on the audio data recorded with a cell-phone attached to the cyclist. To this end, we intro
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Akram, Suhail. "Unconventional and Simplified Approach towards Unpaved Roads: Application of Geosynthetics." International Journal for Research in Applied Science and Engineering Technology 9, no. 11 (2021): 98–107. http://dx.doi.org/10.22214/ijraset.2021.38766.

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Abstract: A field trial was carried out to investigate the performance of different unconventional geosynthetic materials in unpaved road construction over soft ground.The test site comprises of 25 m long, by 3 m wide test sections, built on a subgrade of undrained shear strength approximately 45 kPa . One isunreinforced and serves as a control section in the study, three sections includea geotextile, and one includes a geogrid. Each test section incorporated avariable thickness of sandy gravel base course material, between25 and 45 cmthick. They were loaded in sequence by a vehicle of standar
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Nurdin, Suyuti, Kazuhide Sawada, and Shuji Moriguchi. "Design Criterion of Reinforcement on Thick Soft Clay Foundations of Traditional Construction Method in Indonesia." MATEC Web of Conferences 258 (2019): 03010. http://dx.doi.org/10.1051/matecconf/201925803010.

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It is commonplace that the ground near river is thickly covered with soft clay. Thus, in order to prevent it from the natural hazard, it is necessary that local people construct a robust embankment of countermeasure by constructing river bank in the soft ground, with low level of bearing capacity. To solve the problem aforementioned, local people are widely known to apply traditional method such as timber or bamboo pile. To establish this method, the Ministry of Public Works has published a technical guideline for reinforced soft ground before embankment. The guideline shows the process of mat
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Shi, Wei, Xiao Wen Chen, and Ji Ming Liu. "Numerical Simulation Methods and Parameters of Geo-Grid Rein-Forced Retain Fly Ash Wall." Advanced Materials Research 243-249 (May 2011): 2512–17. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2512.

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Deformation of the geo-grid rein-forced retain fly ash wall and the reinforcing effect of geogrid reinforcement, depends largely on the role of interface properties between the geogrid and fly ash. Interface in the numerical simulation of the mechanical properties of the main elements reflected in the geogrid on the constitutive parameters,for example, shear stiffness,Cohesion,Modulus, reinforcement length and so on. In this paper, geogrid reinforced fly tangential stiffness, cohesion, elastic modulus, reinforcement length and other parameters on geogrid reinforced retaining wall deformation c
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