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Relevant bibliographies by topics / Geocell Reinforced Foundation - Numerical Simulation

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Academic literature on the topic 'Geocell Reinforced Foundation - Numerical Simulation'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 September 2023

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Journal articles on the topic "Geocell Reinforced Foundation - Numerical Simulation"

1

He, Jie, Sen Song Meng, Qian Gen Rao, Ya Tao Wang, and Lei Hua Tang. "Working Performance Analysis of Reinforced Gravel Cushion on Soft Subsoil." Advanced Materials Research 1065-1069 (December 2014): 89–95. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.89.

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Model tests are performed to study the working properties of reinforced and non-reinforced gravel cushion on soft subsoil. The effects are analyzed of reinforced materials on the bearing characteristic of the cushion. The stress field and settlement field are studied through the method of numerical simulation. The results show that: The bearing capacity of foundation with cushion increases significantly when the cushion is reinforced. Under the same condition, the effect of geocell reinforcement is better than geogrid reinforcement. The value of coefficient of subgrade reaction increases when

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Latha, G. Madhavi, Sujit Kumar Dash, and K. Rajagopal. "Numerical Simulation of the Behavior of Geocell Reinforced Sand in Foundations." International Journal of Geomechanics 9, no. 4 (2009): 143–52. http://dx.doi.org/10.1061/(asce)1532-3641(2009)9:4(143).

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Saride, S., S. Gowrisetti, T. G. Sitharam, and A. J. Puppala. "Numerical simulation of geocell-reinforced sand and clay." Proceedings of the Institution of Civil Engineers - Ground Improvement 162, no. 4 (2009): 185–98. http://dx.doi.org/10.1680/grim.2009.162.4.185.

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4

Hou, Juan, Sitong Liu, Xiangqian Lu, and Mpundu Karen. "Simulation of Geocell-Reinforced Foundation Using Particle Flow Code." IOP Conference Series: Earth and Environmental Science 861, no. 3 (2021): 032069. http://dx.doi.org/10.1088/1755-1315/861/3/032069.

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Hegde, A. M., and T. G. Sitharam. "Three-dimensional numerical analysis of geocell-reinforced soft clay beds by considering the actual geometry of geocell pockets." Canadian Geotechnical Journal 52, no. 9 (2015): 1396–407. http://dx.doi.org/10.1139/cgj-2014-0387.

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Due to its complex honeycomb structure, the numerical modeling of the geocell has always been a big challenge. Generally, the equivalent composite approach is used to model the geocells. In the equivalent composite approach, the geocell–soil composite is treated as the soil layer with improved strength and stiffness values. Though this approach is very simple, it is unrealistic to model the geocells as the soil layer. This paper presents a more realistic approach of modeling the geocells in three-dimensional (3D) framework by considering the actual curvature of the geocell pocket. A square foo

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Qingbiao, Wang, Zhang Cong, Wen Xiaokang, et al. "The Research and Development of Safety Forewarning Composite Integral Strong Geocell." Open Materials Science Journal 9, no. 1 (2015): 139–45. http://dx.doi.org/10.2174/1874088x01509010139.

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In this paper, we have studied the high strength geocell development technology route, analyzed the rules of the tensile properties and creep properties of geocell, and established the relationship between elongation of stress and time, thus providing theoretical foundation for the development and engineering application of the new material. Through theoretical analysis, experimental research and numerical simulation, the characteristics, raw materials and craftsmanship of the geocell have been studied. The research is given on its stress and deformation rules based on elongation test and cree

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Gao, Ang, and Mengxi Zhang. "Performance and Application of Geocell Reinforced Sand Embankment under Static and Cyclic Loading." Coatings 12, no. 6 (2022): 767. http://dx.doi.org/10.3390/coatings12060767.

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As reinforcement material, geocells are widely used in various types of embankment reinforcement. A lot of practical experience shows that geocell reinforced embankment has good reinforcement effect, but the theoretical research lags behind the engineering practice, and the reinforcement mechanism under cyclic loading under various reinforcement conditions needs to be further studied. In this paper, the reasonable reinforcement condition of geocell reinforced embankment under static and cyclic loading is proposed by using a physical model and numerical simulation comparative analysis method. T

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Li, Chun Peng, Guang Li Xu, Feng Yu, Yun Zhao, and Lin Feng Zhu. "The Overture and Three Dimensions Numerical Simulation of the Pile Foundation of the Mountain Superhigh Bridge." Advanced Materials Research 1065-1069 (December 2014): 919–25. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.919.

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It is very important for the deformation control of the bridge pile foundation in the design of bridge with high piers. Using the Three Dimensions Numerical Simulation, the stabilizing project about anchor reinforced pile foundation which is based on the geological characteristics of the 405 federal highways is simulated analyzed. According to the stimulant result, we can see that anchor reinforced pile foundation can control the dimensions effectively and reduce investment compared with the general pile foundation.

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Li, Dong Wei, Ju Hong Fan, and Ren He Wang. "Triaxial Low-Temperature Creep Tests of Artificially Frozen Soil." Applied Mechanics and Materials 71-78 (July 2011): 3775–78. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.3775.

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With the increasing in freezing shaft sinking depth of the mine，Mine permanent derrick was located into the frozen wall. The internal force distribution of the shaft-tower foundation was obtained by field measurement shaft-tower foundation basal pressure, foundation reinforced strain and the strain of concrete and foundation deformation of mechanical quantity. The numerical simulation of the interaction between coal derrick and foundation in freezing and thawing process shows that: the field measurement and numerical simulation laws were consistent and the values were in good agreement. It has

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Li, Dong Wei, Ju Hong Fan, and Ren He Wang. "Numerical Simulation of Interaction between Coal Derrick and Foundation in Freeze - Thaw Process." Advanced Materials Research 295-297 (July 2011): 1146–49. http://dx.doi.org/10.4028/www.scientific.net/amr.295-297.1146.

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With the increase of the depth of frozen sinking, mine permanent derrick was located into the the frozen wall scope. The internal force distribution law of the shaft – tower foundation was obtained by the field measurement of shaft – tower foundation pressures, reinforced internal force, concrete strain, foundation deformation, and other mechanical quantities. The numerical Simulation of interaction between coal derrick and foundation in freeze - thaw process showed that: Field measurement and numerical simulation of the same laws and values were in good agreement. It has very important theore

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Dissertations / Theses on the topic "Geocell Reinforced Foundation - Numerical Simulation"

1

Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. https://etd.iisc.ac.in/handle/2005/1489.

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Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. http://etd.iisc.ernet.in/handle/2005/1489.

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Hegde, Amarnath. "Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies." Thesis, 2014. http://etd.iisc.ac.in/handle/2005/2993.

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The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies. The performances of the geocells were separately studied in both sand and clay beds. Laboratory tests were performed on single as well as multiple cells. The behavior of 3D-cells made of different materials such as Novel polymeric alloy, geogrids and bamboo were compared. Moreover, the performances of the geocells were compared with other forms of geosynthetic reinforcements namely, geogrids and the combination of geo

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Hegde, Amarnath. "Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies." Thesis, 2014. http://etd.iisc.ernet.in/handle/2005/2993.

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The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies. The performances of the geocells were separately studied in both sand and clay beds. Laboratory tests were performed on single as well as multiple cells. The behavior of 3D-cells made of different materials such as Novel polymeric alloy, geogrids and bamboo were compared. Moreover, the performances of the geocells were compared with other forms of geosynthetic reinforcements namely, geogrids and the combination of geo

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(9029597), Rebeca P. Orellana Montano. "Case Study To Evaluate Drift Estimation In Non-Ductile Reinforced Concrete Buildings With Foundation Lap-Splices: Numerical Simulation Work." Thesis, 2020.

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<p>Past earthquake damage assessments have shown the seismic vulnerability of older non-ductile reinforced concrete buildings. The life safety-risk these buildings pose has motivated researchers to study, develop, and improve modeling techniques to better simulate their behavior with the aim to prioritize retrofits.</p><p><br></p> <p>This study focuses on the lap splice detailing at the base of the building in columns, shorter than those recommended by modern codes which consider seismic effects. Current modeling efforts in non-ductile reinforced concrete frame structures have considered the

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Book chapters on the topic "Geocell Reinforced Foundation - Numerical Simulation"

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Nakai, T., F. Zhang, M. Hinokio, et al. "Bearing capacity of reinforced foundation subjected to pull-out loading: 3D model tests and numerical simulation." In New Horizons in Earth Reinforcement. CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-72.

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Nakai, T., Y. Isobe, I. Suzuta, and T. Teranishi. "Numerical simulation and model tests of reinforced foundation under uplift loading." In Numerical Models in Geomechanics. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078548-79.

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Conference papers on the topic "Geocell Reinforced Foundation - Numerical Simulation"

1

He, Dandan, Qian Wang, Lan Duan, Chunsheng Wang, and Feng Cheng. "Numerical Simulation on Seismic Performance of HPS-UHPFRC Composite Pier-foundation Embedded Joint." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0695.

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<p>The assembled composite bridge pier with high performance steel (HPS) and ultra-high performance fibre reinforced cementitious composite material (UHPFRC) possess the advantages of factory production and good seismic performance. In order to improve the connection degree and seismic performance of pier-foundation embedded joint in HPS-UHPFRC composite pier, PBL shear connectors and UHPFRC were adopted in the embedded part. Numerical simulation was carried out on the seismic performance of the joint with PBL shear connectors and without the connectors. Besides, the parametric analysis

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Talebi, Majid, and Christopher L. Meehan. "Numerical Simulation of Stress Distribution beneath the Foundation of a Geosynthetic Reinforced Soil Bridge Abutment Using Parametric Studies." In Eighth International Conference on Case Histories in Geotechnical Engineering. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482087.010.

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Zhang, Yiben, Lingyu Sun, Lijun Li, Taikun Wang, and Yantao Wang. "Experimental and Numerical Studies on Dynamic Mechanical Properties of Metal-Polymer Hybrid Materials." In ASME 2018 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/imece2018-86521.

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Metal-polymer hybrid (MPH) materials can integrate the excellent mechanical properties of metal and complex geometry formability of polymer into a single component, which has become an effective way of reducing the weight of automotive semi-structural components. For example, the hybrid steel/thermoplastic polymer has been applied in automotive front-end modules, bumper cross-beams and B-pillars due to its light weight, excellent strength and stiffness, good corrosion resistance and recycling, high integration and reasonable cost. These components are usually subjected to impact or crash loads

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