Relevant bibliographies by topics / GEOGRID REINFORCED

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Academic literature on the topic 'GEOGRID REINFORCED'

Author: Grafiati
Published: 11 September 2023

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Dissertations / Theses on the topic "GEOGRID REINFORCED"

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TEIXEIRA, CHRISTIANO FARIA. "ANALYSIS OF GEOGRID REINFORCED SOIL TESTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9595@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>A utilização de materiais geossintéticos como reforço em obras geotécnicas vem crescendo bastante nas últimas décadas. A geogrelha, cuja função primária é o reforço de solos, é um entre os diversos tipos de geossintéticos, que vêm sendo utilizados. Diversas são as formas de interação da geogrelha com o solo em um maciço reforçado e o entendimento dos mecanismos que se desenvolvem nestas interações é essencial, pois só a partir daí pode-se obter parâmetros confiáveis para projeto. Pesquisas vêm sendo realizadas por diversos
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Gunasekara, Jayalath Chamara Prasad. "Performance of geogrid-reinforced unpaved pavements under cyclic loading." Thesis, Queensland University of Technology, 2021. https://eprints.qut.edu.au/208419/1/Chamara%20Prasad_Gunasekara%20Jayalath_Thesis.pdf.

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Composite geogrids can successfully be used as a pavement-reinforcement material to increase the performance of pavement structures. This thesis presents a comprehensive study that has investigated the effectiveness of composite geogrids as subgrade reinforcement in unpaved granular pavements that are subjected to cyclic loading and constructed with local materials available in Queensland, Australia. The research outcomes suggest guidelines to design and construct unpaved granular pavements with the composite geogrid reinforcement at the base-subgrade interface. These guidelines benefit the in
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Berkheimer, Scott A. "Instrumented geogrid reinforced mechanically stabilized earth wall undergoing large settlement." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 140 p, 2007. http://proquest.umi.com/pqdweb?did=1338919121&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Correia, Natália de Souza. "Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-05032015-100057/.

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The study of innovative pavements is of significant importance in geotechnical engineering in Brazil, due to the continued need to increase the network of roadways. This requires optimized projects, not only for economic, but also for technical reasons. Technical solutions that use geosynthetics in asphalt overlays have been identified to minimize fatigue and reflective cracks. However, the majority of the application of this technology has ignored the possible additional structural benefits brought by the inclusion of geosynthetics as reinforcement in asphalt layers. The objective of this res
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Sinmez, Bugra. "Characterization of Geogrid Reinforced Ballast Behavior Through Finite Element Modeling." Scholar Commons, 2019. https://scholarcommons.usf.edu/etd/7946.

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Recently, the railway pavement structure system, as an integral part of the transport infrastructure, has been under fast development in some countries such as China, Turkey, and some European Union countries, particularly for the use of high-speed trains. In designing and constructing the railway pavement structure, it is necessary to take into account the infrastructure demand of the High-Speed Railway Lines (HSRL). Compared to traditional railway trains, HSRL can cause more significant problems to the ballast or base layer of commonly used ballasted railway pavements. The deteriorated balla
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BASTOS, GERSON ALVES. "MECHANICAL BEHAVIOR OF ASPHALT MIXTURES REINFORCED WITH GEOGRID FOR FLEXIBLE PAVEMENTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2010. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=16585@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>O principal objetivo deste trabalho foi avaliar o comportamento mecânico de misturas asfálticas reforçadas com geogrelhas. Inicialmente foram previstos ensaios a serem executados em um modelo físico de verdadeira grandeza. Entretanto, devido a um comprometimento estrutural localizado num dos componentes deste modelo físico durante a realização dos ensaios, optou-se por interromper a execução destes e então, elaborar um programa experimental de laboratório, que consistia da extração de amostras deste modelo físico de verdadeira gra
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Tiwari, Dipak. "BEARING CAPACITY OF SHALLOW FOUNDATION USING GEOGRID REINFORCED DOUBLE LAYERED SOIL." OpenSIUC, 2011. https://opensiuc.lib.siu.edu/theses/772.

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Since the last three decades, several studies have been conducted related to improvement in bearing capacity of pavements, embankments, and shallow foundations resting on geosynthetic reinforced soil. Most of the work has been carried out on single layer soil e.g., sand or clay layer only. Very few studies are available on a double layer soil system; but no study is available on the local soil of Carbondale, Illinois. The present study investigates the physical and engineering properties of a local soil and commonly available sand and improvement in the bearing capacity of a local soil for a r
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Chen, Cheng. "Discrete element modelling of geogrid-reinforced railway ballast and track transition zones." Thesis, University of Nottingham, 2013. http://eprints.nottingham.ac.uk/13399/.

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Track deterioration has a serious influence on the safety and efficiency (speed restriction) of train operations. Many expensive, disruptive and frequent repair operations are often required to maintain the ballast characteristics due to the problem of settlement. Because of this, a geogrid solution that has proved to be a simple and economical method of reinforcing track ballast is widely used. This project presents an evaluation of the behaviour of geogrid-reinforced railway ballast. Experimental large box pull-out tests were conducted to examine the key parameters influencing the interactio
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Scotland, Ian. "Analysis of horizontal deformations to allow the optimisation of geogrid reinforced structures." Thesis, Loughborough University, 2016. https://dspace.lboro.ac.uk/2134/23323.

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Geogrid reinforced structures have been successfully used for over 25 years. However their design procedures have remained largely focused on ultimate failure mechanisms, originally developed for steel reinforcements. These are widely considered over conservative in determining realistic reinforcement and lateral earth stresses. The poor understanding of deformation performance led many design codes to restrict acceptable soils to selected sand and gravel fills, where deformation is not as concerning. Within UK construction there is a drive to reduce wastage, improve efficiency and reduce asso
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Holst, Martin. "Numerical and Analytical Analysis of Geogrid Reinforced Soil Wall Subjected to Dynamic Loading." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-18803.

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The potential human and economic loss due to structural collapse of geo-synthetic reinforced soil walls during earthquakes us huge. This substantiates the need for reliable design of such structures. The focus of this study was numerical and analytical design geo-synthetic reinforced soil walls under dynamic loading. Two topics were addressed; the effect of reinforcement parameters and verification of pseudo-static methods. The study is based on a 1 m high reduced-scale shaking table model loaded using stepped-amplitude harmonic base acceleration amplitude. A numerical PLAXIS model was develo
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