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You searched for subject:(Geosynthetics). Showing records 1 – 30 of 95 total matches.

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University of Manitoba

1. Pathak, Yadav Prasad. Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling.

Degree: Civil Engineering, 2009, University of Manitoba

 Current design guidelines for reinforced soil walls and slopes recommend the use of granular soils such as gravels and sands as select fills. Cost savings… (more)

Subjects/Keywords: Geosynthetics-reinforced

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APA (6th Edition):

Pathak, Y. P. (2009). Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/3203

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pathak, Yadav Prasad. “Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling.” 2009. Thesis, University of Manitoba. Accessed January 21, 2018. http://hdl.handle.net/1993/3203.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pathak, Yadav Prasad. “Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling.” 2009. Web. 21 Jan 2018.

Vancouver:

Pathak YP. Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling. [Internet] [Thesis]. University of Manitoba; 2009. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1993/3203.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pathak YP. Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling. [Thesis]. University of Manitoba; 2009. Available from: http://hdl.handle.net/1993/3203

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Louisiana State University

2. Akond, Imran. Laboratory Evaluation of Geosynthetics to Stabilize/Reinforce the Subgrade/Base in Unpaved Roadways.

Degree: MSCE, Civil & Environmental Engineering, 2012, Louisiana State University

 This research study evaluates the performance of geosynthetic material for subgrade stabilization and base reinforcement of unpaved test sections. For this purpose, extensive large-scale in-box… (more)

Subjects/Keywords: Geosynthetics; Unpaved Roadways

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APA (6th Edition):

Akond, I. (2012). Laboratory Evaluation of Geosynthetics to Stabilize/Reinforce the Subgrade/Base in Unpaved Roadways. (Masters Thesis). Louisiana State University. Retrieved from http://etd.lsu.edu/docs/available/etd-07092012-114911/ ;

Chicago Manual of Style (16th Edition):

Akond, Imran. “Laboratory Evaluation of Geosynthetics to Stabilize/Reinforce the Subgrade/Base in Unpaved Roadways.” 2012. Masters Thesis, Louisiana State University. Accessed January 21, 2018. http://etd.lsu.edu/docs/available/etd-07092012-114911/ ;.

MLA Handbook (7th Edition):

Akond, Imran. “Laboratory Evaluation of Geosynthetics to Stabilize/Reinforce the Subgrade/Base in Unpaved Roadways.” 2012. Web. 21 Jan 2018.

Vancouver:

Akond I. Laboratory Evaluation of Geosynthetics to Stabilize/Reinforce the Subgrade/Base in Unpaved Roadways. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2018 Jan 21]. Available from: http://etd.lsu.edu/docs/available/etd-07092012-114911/ ;.

Council of Science Editors:

Akond I. Laboratory Evaluation of Geosynthetics to Stabilize/Reinforce the Subgrade/Base in Unpaved Roadways. [Masters Thesis]. Louisiana State University; 2012. Available from: http://etd.lsu.edu/docs/available/etd-07092012-114911/ ;


Queens University

3. Bostwick, Laura. Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles .

Degree: Civil Engineering, 2009, Queens University

 Geosynthetic Clay Liners (or GCLs) are often used in conjunction with a geomembrane for landfills and heap-leach pads, where their function is to minimize leakage… (more)

Subjects/Keywords: gcl; shrinkage; geosynthetics

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APA (6th Edition):

Bostwick, L. (2009). Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1919

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bostwick, Laura. “Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles .” 2009. Thesis, Queens University. Accessed January 21, 2018. http://hdl.handle.net/1974/1919.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bostwick, Laura. “Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles .” 2009. Web. 21 Jan 2018.

Vancouver:

Bostwick L. Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles . [Internet] [Thesis]. Queens University; 2009. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1974/1919.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bostwick L. Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/1919

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Queens University

4. Rentz, Amy. Field Performance of Exposed Geosynthetic Composite Liner Systems .

Degree: Civil Engineering, 2015, Queens University

 Geosynthetic clay liners (GCL) overlain by a geomembrane (GMB) in a geosynthetic composite liner system in landfill liner and other waste containment applications can be… (more)

Subjects/Keywords: Barrier systems; Geosynthetics

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APA (6th Edition):

Rentz, A. (2015). Field Performance of Exposed Geosynthetic Composite Liner Systems . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/13380

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Rentz, Amy. “Field Performance of Exposed Geosynthetic Composite Liner Systems .” 2015. Thesis, Queens University. Accessed January 21, 2018. http://hdl.handle.net/1974/13380.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Rentz, Amy. “Field Performance of Exposed Geosynthetic Composite Liner Systems .” 2015. Web. 21 Jan 2018.

Vancouver:

Rentz A. Field Performance of Exposed Geosynthetic Composite Liner Systems . [Internet] [Thesis]. Queens University; 2015. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1974/13380.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Rentz A. Field Performance of Exposed Geosynthetic Composite Liner Systems . [Thesis]. Queens University; 2015. Available from: http://hdl.handle.net/1974/13380

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Montana State University

5. Holley, Timothy Michael. Development of a test protocol for cyclic pullout of geosynthetics in roadway base reinforcement.

Degree: 2009, Montana State University

Geosynthetics, or manmade materials used in soils engineering, have successfully been used as base reinforcement of pavements for over 40 years. Use of geosynthetics can… (more)

Subjects/Keywords: Geosynthetics.; Roads Base courses.

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APA (6th Edition):

Holley, T. M. (2009). Development of a test protocol for cyclic pullout of geosynthetics in roadway base reinforcement. (Thesis). Montana State University. Retrieved from http://scholarworks.montana.edu/xmlui/handle/1/1492

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Holley, Timothy Michael. “Development of a test protocol for cyclic pullout of geosynthetics in roadway base reinforcement.” 2009. Thesis, Montana State University. Accessed January 21, 2018. http://scholarworks.montana.edu/xmlui/handle/1/1492.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Holley, Timothy Michael. “Development of a test protocol for cyclic pullout of geosynthetics in roadway base reinforcement.” 2009. Web. 21 Jan 2018.

Vancouver:

Holley TM. Development of a test protocol for cyclic pullout of geosynthetics in roadway base reinforcement. [Internet] [Thesis]. Montana State University; 2009. [cited 2018 Jan 21]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/1492.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Holley TM. Development of a test protocol for cyclic pullout of geosynthetics in roadway base reinforcement. [Thesis]. Montana State University; 2009. Available from: http://scholarworks.montana.edu/xmlui/handle/1/1492

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Drexel University

6. Andrejack, Theresa Louise. A multi-axial tension test for geotextiles.

Degree: 2010, Drexel University

The use of geotextiles as reinforcement is well-established in geotechnical applications. However, some uses of these materials occur in geotechnical systems where the in situ… (more)

Subjects/Keywords: Civil engineering; Geosynthetics; Geotextiles

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APA (6th Edition):

Andrejack, T. L. (2010). A multi-axial tension test for geotextiles. (Thesis). Drexel University. Retrieved from http://hdl.handle.net/1860/3212

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Andrejack, Theresa Louise. “A multi-axial tension test for geotextiles.” 2010. Thesis, Drexel University. Accessed January 21, 2018. http://hdl.handle.net/1860/3212.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Andrejack, Theresa Louise. “A multi-axial tension test for geotextiles.” 2010. Web. 21 Jan 2018.

Vancouver:

Andrejack TL. A multi-axial tension test for geotextiles. [Internet] [Thesis]. Drexel University; 2010. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1860/3212.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Andrejack TL. A multi-axial tension test for geotextiles. [Thesis]. Drexel University; 2010. Available from: http://hdl.handle.net/1860/3212

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Dalhousie University

7. Bridson-Pateman, Evan. Biofilm-Enhanced Treatment for Arctic Wastewater Stabilization Ponds Using Geotextile Substrate.

Degree: Master of Applied Science, Department of Environmental Engineering, 2013, Dalhousie University

 In this thesis, a semi-permeable lining system was proposed to upgrade arctic wastewater stabilization ponds, acting as a biofilter. Although commonplace at lower latitudes, the… (more)

Subjects/Keywords: Arctic; Geosynthetics; Geotextile; Wastewater Treatment; Biomat; Biofilter

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APA (6th Edition):

Bridson-Pateman, E. (2013). Biofilm-Enhanced Treatment for Arctic Wastewater Stabilization Ponds Using Geotextile Substrate. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/35419

Chicago Manual of Style (16th Edition):

Bridson-Pateman, Evan. “Biofilm-Enhanced Treatment for Arctic Wastewater Stabilization Ponds Using Geotextile Substrate.” 2013. Masters Thesis, Dalhousie University. Accessed January 21, 2018. http://hdl.handle.net/10222/35419.

MLA Handbook (7th Edition):

Bridson-Pateman, Evan. “Biofilm-Enhanced Treatment for Arctic Wastewater Stabilization Ponds Using Geotextile Substrate.” 2013. Web. 21 Jan 2018.

Vancouver:

Bridson-Pateman E. Biofilm-Enhanced Treatment for Arctic Wastewater Stabilization Ponds Using Geotextile Substrate. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/10222/35419.

Council of Science Editors:

Bridson-Pateman E. Biofilm-Enhanced Treatment for Arctic Wastewater Stabilization Ponds Using Geotextile Substrate. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/35419


University of Utah

8. Lingwall, Bret Nils. Development of an expanded polystyrene geofoam cover system for pipelines at fault crossings.

Degree: PhD, Civil & Environmental Engineering, 2011, University of Utah

 Questar Corporation commissioned and funded this research, in partnership with the University of Utah and Bechtel Corporation, to develop methods of protecting steel natural gas… (more)

Subjects/Keywords: EPS; Faults; Geofoam; Geosynthetics; Pipelines; Protection

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APA (6th Edition):

Lingwall, B. N. (2011). Development of an expanded polystyrene geofoam cover system for pipelines at fault crossings. (Doctoral Dissertation). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/5/rec/708

Chicago Manual of Style (16th Edition):

Lingwall, Bret Nils. “Development of an expanded polystyrene geofoam cover system for pipelines at fault crossings.” 2011. Doctoral Dissertation, University of Utah. Accessed January 21, 2018. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/5/rec/708.

MLA Handbook (7th Edition):

Lingwall, Bret Nils. “Development of an expanded polystyrene geofoam cover system for pipelines at fault crossings.” 2011. Web. 21 Jan 2018.

Vancouver:

Lingwall BN. Development of an expanded polystyrene geofoam cover system for pipelines at fault crossings. [Internet] [Doctoral dissertation]. University of Utah; 2011. [cited 2018 Jan 21]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/5/rec/708.

Council of Science Editors:

Lingwall BN. Development of an expanded polystyrene geofoam cover system for pipelines at fault crossings. [Doctoral Dissertation]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/5/rec/708


Louisiana State University

9. Mohiuddin, Ather. Analysis of Laboratory and Field Pull-Out Tests of Geosynthetics in Clayey Soils.

Degree: MSCE, Civil & Environmental Engineering, 2003, Louisiana State University

 Soil reinforcement interaction is a key issue in the design of reinforced soil structures. Therefore, it is important to analyze the pull-out mechanism, and to… (more)

Subjects/Keywords: geosynthetics; pull-out

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APA (6th Edition):

Mohiuddin, A. (2003). Analysis of Laboratory and Field Pull-Out Tests of Geosynthetics in Clayey Soils. (Masters Thesis). Louisiana State University. Retrieved from http://etd.lsu.edu/docs/available/etd-0708103-120755/ ;

Chicago Manual of Style (16th Edition):

Mohiuddin, Ather. “Analysis of Laboratory and Field Pull-Out Tests of Geosynthetics in Clayey Soils.” 2003. Masters Thesis, Louisiana State University. Accessed January 21, 2018. http://etd.lsu.edu/docs/available/etd-0708103-120755/ ;.

MLA Handbook (7th Edition):

Mohiuddin, Ather. “Analysis of Laboratory and Field Pull-Out Tests of Geosynthetics in Clayey Soils.” 2003. Web. 21 Jan 2018.

Vancouver:

Mohiuddin A. Analysis of Laboratory and Field Pull-Out Tests of Geosynthetics in Clayey Soils. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2018 Jan 21]. Available from: http://etd.lsu.edu/docs/available/etd-0708103-120755/ ;.

Council of Science Editors:

Mohiuddin A. Analysis of Laboratory and Field Pull-Out Tests of Geosynthetics in Clayey Soils. [Masters Thesis]. Louisiana State University; 2003. Available from: http://etd.lsu.edu/docs/available/etd-0708103-120755/ ;


University of Kansas

10. Corey, Ryan A. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Geosynthetic materials have been used in a wide variety of ways to enhance the performance of buried pipes and conduits. Attenuation of surface loads to… (more)

Subjects/Keywords: Civil engineering; Geosynthetics; Numerical; Pipe; Protection

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APA (6th Edition):

Corey, R. A. (2015). Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19393

Chicago Manual of Style (16th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Doctoral Dissertation, University of Kansas. Accessed January 21, 2018. http://hdl.handle.net/1808/19393.

MLA Handbook (7th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Web. 21 Jan 2018.

Vancouver:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1808/19393.

Council of Science Editors:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19393

11. Avesani, Francisco Paulo Basile. Fluência confinada e acelerada em geossintéticos.

Degree: Mestrado, Geotecnia, 2013, University of São Paulo

O comportamento em fluência é uma propriedade fundamental dos geossintéticos utilizados em estruturas de solo reforçado. Este parâmetro geralmente é caracterizado por meio de ensaios… (more)

Subjects/Keywords: Confinamento e temperatura; Confinement and temperature; Creep on geosynthetics; Fluência em geossintéticos; Geossintéticos; Geosynthetics

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APA (6th Edition):

Avesani, F. P. B. (2013). Fluência confinada e acelerada em geossintéticos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-22052013-100824/ ;

Chicago Manual of Style (16th Edition):

Avesani, Francisco Paulo Basile. “Fluência confinada e acelerada em geossintéticos.” 2013. Masters Thesis, University of São Paulo. Accessed January 21, 2018. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-22052013-100824/ ;.

MLA Handbook (7th Edition):

Avesani, Francisco Paulo Basile. “Fluência confinada e acelerada em geossintéticos.” 2013. Web. 21 Jan 2018.

Vancouver:

Avesani FPB. Fluência confinada e acelerada em geossintéticos. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2018 Jan 21]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-22052013-100824/ ;.

Council of Science Editors:

Avesani FPB. Fluência confinada e acelerada em geossintéticos. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-22052013-100824/ ;


Montana State University

12. Lapeyre, Joseph Andrew. Instrumentation of a geosynthetically reinforced roadway.

Degree: College of Engineering, 1996, Montana State University

Subjects/Keywords: Roads Base courses.; Geosynthetics.

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APA (6th Edition):

Lapeyre, J. A. (1996). Instrumentation of a geosynthetically reinforced roadway. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/7851

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Lapeyre, Joseph Andrew. “Instrumentation of a geosynthetically reinforced roadway.” 1996. Thesis, Montana State University. Accessed January 21, 2018. https://scholarworks.montana.edu/xmlui/handle/1/7851.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Lapeyre, Joseph Andrew. “Instrumentation of a geosynthetically reinforced roadway.” 1996. Web. 21 Jan 2018.

Vancouver:

Lapeyre JA. Instrumentation of a geosynthetically reinforced roadway. [Internet] [Thesis]. Montana State University; 1996. [cited 2018 Jan 21]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/7851.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lapeyre JA. Instrumentation of a geosynthetically reinforced roadway. [Thesis]. Montana State University; 1996. Available from: https://scholarworks.montana.edu/xmlui/handle/1/7851

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

13. França, Fagner Alexandre Nunes de. Novo equipamento para realização de ensaios confinados e acelerados de fluência em geossintéticos.

Degree: PhD, Geotecnia, 2012, University of São Paulo

A fluência dos geossintéticos encontra-se entre as propriedades mais relevantes no projeto de estruturas de solo reforçado com esses materiais. A caracterização desse fenômeno emprega… (more)

Subjects/Keywords: Confinamento; Confinement; Creep; Fluência dos materiais; Geossintéticos; Geosynthetics; Temperatura; Temperature

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APA (6th Edition):

França, F. A. N. d. (2012). Novo equipamento para realização de ensaios confinados e acelerados de fluência em geossintéticos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15052012-110645/ ;

Chicago Manual of Style (16th Edition):

França, Fagner Alexandre Nunes de. “Novo equipamento para realização de ensaios confinados e acelerados de fluência em geossintéticos.” 2012. Doctoral Dissertation, University of São Paulo. Accessed January 21, 2018. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15052012-110645/ ;.

MLA Handbook (7th Edition):

França, Fagner Alexandre Nunes de. “Novo equipamento para realização de ensaios confinados e acelerados de fluência em geossintéticos.” 2012. Web. 21 Jan 2018.

Vancouver:

França FANd. Novo equipamento para realização de ensaios confinados e acelerados de fluência em geossintéticos. [Internet] [Doctoral dissertation]. University of São Paulo; 2012. [cited 2018 Jan 21]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15052012-110645/ ;.

Council of Science Editors:

França FANd. Novo equipamento para realização de ensaios confinados e acelerados de fluência em geossintéticos. [Doctoral Dissertation]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15052012-110645/ ;


Montana State University

14. Fogelsong, Macgregor L. Evaluation of full-scale laboratory models of geosynthetic reinforced pavement systems.

Degree: 1998, Montana State University

Subjects/Keywords: Geosynthetics.; Geotextiles.; Geogrids.; Pavements, Flexible.

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APA (6th Edition):

Fogelsong, M. L. (1998). Evaluation of full-scale laboratory models of geosynthetic reinforced pavement systems. (Thesis). Montana State University. Retrieved from http://scholarworks.montana.edu/xmlui/handle/1/8517

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Fogelsong, Macgregor L. “Evaluation of full-scale laboratory models of geosynthetic reinforced pavement systems.” 1998. Thesis, Montana State University. Accessed January 21, 2018. http://scholarworks.montana.edu/xmlui/handle/1/8517.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Fogelsong, Macgregor L. “Evaluation of full-scale laboratory models of geosynthetic reinforced pavement systems.” 1998. Web. 21 Jan 2018.

Vancouver:

Fogelsong ML. Evaluation of full-scale laboratory models of geosynthetic reinforced pavement systems. [Internet] [Thesis]. Montana State University; 1998. [cited 2018 Jan 21]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/8517.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Fogelsong ML. Evaluation of full-scale laboratory models of geosynthetic reinforced pavement systems. [Thesis]. Montana State University; 1998. Available from: http://scholarworks.montana.edu/xmlui/handle/1/8517

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Addis Ababa University

15. Kedir, Abdu. Assessment of Degradation and Performance Improvement of Railway Ballast with Geosynthetics - A Case Study of National Railway Network .

Degree: 2015, Addis Ababa University

 The increasing demands of higher axle loads, speeds and usage means understanding the ballast behavior and its interaction with the infrastructure remains a critical element… (more)

Subjects/Keywords: Railway Ballast; Geosynthetics; ballast degradation; Geocells and Geogrids

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kedir, A. (2015). Assessment of Degradation and Performance Improvement of Railway Ballast with Geosynthetics - A Case Study of National Railway Network . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/7650

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kedir, Abdu. “Assessment of Degradation and Performance Improvement of Railway Ballast with Geosynthetics - A Case Study of National Railway Network .” 2015. Thesis, Addis Ababa University. Accessed January 21, 2018. http://etd.aau.edu.et/dspace/handle/123456789/7650.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kedir, Abdu. “Assessment of Degradation and Performance Improvement of Railway Ballast with Geosynthetics - A Case Study of National Railway Network .” 2015. Web. 21 Jan 2018.

Vancouver:

Kedir A. Assessment of Degradation and Performance Improvement of Railway Ballast with Geosynthetics - A Case Study of National Railway Network . [Internet] [Thesis]. Addis Ababa University; 2015. [cited 2018 Jan 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/7650.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kedir A. Assessment of Degradation and Performance Improvement of Railway Ballast with Geosynthetics - A Case Study of National Railway Network . [Thesis]. Addis Ababa University; 2015. Available from: http://etd.aau.edu.et/dspace/handle/123456789/7650

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

16. Valentine, Richard. Laboratory Performance of Geosynthetic-Stabilized Pavement Sections.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 Experimental and analytical investigations were performed to evaluate the comparative performance of pavements with and without geosynthetic stabilization. This was accomplished by the testing of… (more)

Subjects/Keywords: Geosynthetics; Geotextiles; Geogrids; Flexible Pavements

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APA (6th Edition):

Valentine, R. (1997). Laboratory Performance of Geosynthetic-Stabilized Pavement Sections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78040

Chicago Manual of Style (16th Edition):

Valentine, Richard. “Laboratory Performance of Geosynthetic-Stabilized Pavement Sections.” 1997. Masters Thesis, Virginia Tech. Accessed January 21, 2018. http://hdl.handle.net/10919/78040.

MLA Handbook (7th Edition):

Valentine, Richard. “Laboratory Performance of Geosynthetic-Stabilized Pavement Sections.” 1997. Web. 21 Jan 2018.

Vancouver:

Valentine R. Laboratory Performance of Geosynthetic-Stabilized Pavement Sections. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/10919/78040.

Council of Science Editors:

Valentine R. Laboratory Performance of Geosynthetic-Stabilized Pavement Sections. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/78040


University of Kansas

17. Qian, Yu. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 The objective of this study is to investigate the behavior of triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading through laboratory testing. Behavior… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Geosynthetics; Reinforced base; Unpaved roads; Weak subgrade

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APA (6th Edition):

Qian, Y. (2009). EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5662

Chicago Manual of Style (16th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Masters Thesis, University of Kansas. Accessed January 21, 2018. http://hdl.handle.net/1808/5662.

MLA Handbook (7th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Web. 21 Jan 2018.

Vancouver:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1808/5662.

Council of Science Editors:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5662


University of Kansas

18. Bhandari, Anil. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Granular materials are commonly used in the construction of civil engineering infrastructure. Geosynthetics have been used to improve the performance of these structures in many… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Discrete element method; Embankments; Geosynthetics; Interaction; Roadways

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APA (6th Edition):

Bhandari, A. (2010). Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6438

Chicago Manual of Style (16th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed January 21, 2018. http://hdl.handle.net/1808/6438.

MLA Handbook (7th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Web. 21 Jan 2018.

Vancouver:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1808/6438.

Council of Science Editors:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6438


Drexel University

19. Li, Mengjia. Evaluation of oxidative behavior of polyolefin geosynthetics utilizing accelerated aging tests based on temperature and pressure.

Degree: 2005, Drexel University

Polyolefin geosynthetics are susceptible to oxidation, which eventually leads to the reduction in their engineering properties. In the application of polyolefin geosynthetics, a major issue… (more)

Subjects/Keywords: Civil engineering; Oxidation; Geosynthetics

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APA (6th Edition):

Li, M. (2005). Evaluation of oxidative behavior of polyolefin geosynthetics utilizing accelerated aging tests based on temperature and pressure. (Thesis). Drexel University. Retrieved from http://hdl.handle.net/1860/467

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Li, Mengjia. “Evaluation of oxidative behavior of polyolefin geosynthetics utilizing accelerated aging tests based on temperature and pressure.” 2005. Thesis, Drexel University. Accessed January 21, 2018. http://hdl.handle.net/1860/467.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Li, Mengjia. “Evaluation of oxidative behavior of polyolefin geosynthetics utilizing accelerated aging tests based on temperature and pressure.” 2005. Web. 21 Jan 2018.

Vancouver:

Li M. Evaluation of oxidative behavior of polyolefin geosynthetics utilizing accelerated aging tests based on temperature and pressure. [Internet] [Thesis]. Drexel University; 2005. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1860/467.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Li M. Evaluation of oxidative behavior of polyolefin geosynthetics utilizing accelerated aging tests based on temperature and pressure. [Thesis]. Drexel University; 2005. Available from: http://hdl.handle.net/1860/467

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Texas – Austin

20. Yates, Trevor Butler. Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 Sliding failures of landfill cover systems are common, and the slip surface is often at the interface between a geosynthetic drainage layer and an underlying… (more)

Subjects/Keywords: Geosynthetics; Geocomposite; Geomembrane; Strain-softening; Landfill; Cover; Stability

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APA (6th Edition):

Yates, T. B. (2011). Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-08-4364

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Yates, Trevor Butler. “Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet.” 2011. Thesis, University of Texas – Austin. Accessed January 21, 2018. http://hdl.handle.net/2152/ETD-UT-2011-08-4364.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Yates, Trevor Butler. “Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet.” 2011. Web. 21 Jan 2018.

Vancouver:

Yates TB. Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4364.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Yates TB. Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4364

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Oklahoma

21. Yazdani, Hessam. LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS.

Degree: PhD, 2015, University of Oklahoma

 Structural health monitoring (SHM) and performance assessment are increasingly integrated to modern civil engineering projects in order to prevent and mitigate their catastrophic premature failures.… (more)

Subjects/Keywords: Health monitoring; Performance monitoring; Geosynthetics; Geogrids; Smart materials; Nanocomposites; Polymer composites

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APA (6th Edition):

Yazdani, H. (2015). LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23312

Chicago Manual of Style (16th Edition):

Yazdani, Hessam. “LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed January 21, 2018. http://hdl.handle.net/11244/23312.

MLA Handbook (7th Edition):

Yazdani, Hessam. “LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS.” 2015. Web. 21 Jan 2018.

Vancouver:

Yazdani H. LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/11244/23312.

Council of Science Editors:

Yazdani H. LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23312


Virginia Tech

22. Bhutta, Salman Ahmed. Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements.

Degree: Civil Engineering, 1998, Virginia Tech

 In June 1994, a 150-m-long secondary road pavement section was built as part of the realignment of route 616 and 757 in Bedford County, Virginia… (more)

Subjects/Keywords: geosynthetics; flexible pavement design; separation

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APA (6th Edition):

Bhutta, S. A. (1998). Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30446

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bhutta, Salman Ahmed. “Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements.” 1998. Thesis, Virginia Tech. Accessed January 21, 2018. http://hdl.handle.net/10919/30446.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bhutta, Salman Ahmed. “Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements.” 1998. Web. 21 Jan 2018.

Vancouver:

Bhutta SA. Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements. [Internet] [Thesis]. Virginia Tech; 1998. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/10919/30446.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bhutta SA. Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements. [Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/30446

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Queens University

23. Taechakumthorn, Chalermpol. EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL .

Degree: Civil Engineering, 2011, Queens University

 A verified elasto-viscoplastic finite element model is used to develop a better understanding of the performance of embankments with geosynthetic reinforcement constructed over rate-sensitive soil.… (more)

Subjects/Keywords: Reinforced embankment; Finite element analysis; Geosynthetics; Elasto-viscoplastic soil model

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APA (6th Edition):

Taechakumthorn, C. (2011). EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/6280

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Taechakumthorn, Chalermpol. “EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL .” 2011. Thesis, Queens University. Accessed January 21, 2018. http://hdl.handle.net/1974/6280.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Taechakumthorn, Chalermpol. “EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL .” 2011. Web. 21 Jan 2018.

Vancouver:

Taechakumthorn C. EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL . [Internet] [Thesis]. Queens University; 2011. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1974/6280.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Taechakumthorn C. EFFECTS OF REINFORCEMENT AND SOIL VISCOSITY ON THE BEHAVIOUR OF EMBANKMENTS OVER SOFT SOIL . [Thesis]. Queens University; 2011. Available from: http://hdl.handle.net/1974/6280

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

24. VINICIUS ROBERTO DE AGUIAR. [en] RESISTANCE OF INTERFACES SOILGEOSYNTHETICS: DEVELOPMENT OF EQUIPMENT AND TESTS.

Degree: 2008, Pontifical Catholic University of Rio de Janeiro

[pt] A demanda por melhores técnicas de dimensionamento incentivou o desenvolvimento de estudos capazes de fornecer uma maior compreensão do comportamento dos geossintéticos quando inseridos… (more)

Subjects/Keywords: [pt] INTERACAO; [en] INTERACTION; [pt] GEOSSINTETICOS; [en] GEOSYNTHETICS; [pt] ENSAIOS DE LABORATORIO; [en] GEOTECHNICAL LABORATORY TESTS; [pt] SOLO-GEOSSINTETICO; [en] SOIL-GEOSYNTHETICS

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APA (6th Edition):

AGUIAR, V. R. D. (2008). [en] RESISTANCE OF INTERFACES SOILGEOSYNTHETICS: DEVELOPMENT OF EQUIPMENT AND TESTS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12174

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

AGUIAR, VINICIUS ROBERTO DE. “[en] RESISTANCE OF INTERFACES SOILGEOSYNTHETICS: DEVELOPMENT OF EQUIPMENT AND TESTS.” 2008. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 21, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12174.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

AGUIAR, VINICIUS ROBERTO DE. “[en] RESISTANCE OF INTERFACES SOILGEOSYNTHETICS: DEVELOPMENT OF EQUIPMENT AND TESTS.” 2008. Web. 21 Jan 2018.

Vancouver:

AGUIAR VRD. [en] RESISTANCE OF INTERFACES SOILGEOSYNTHETICS: DEVELOPMENT OF EQUIPMENT AND TESTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. [cited 2018 Jan 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12174.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

AGUIAR VRD. [en] RESISTANCE OF INTERFACES SOILGEOSYNTHETICS: DEVELOPMENT OF EQUIPMENT AND TESTS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12174

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

25. Avesani Neto, José Orlando. Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula.

Degree: PhD, Geotecnia, 2013, University of São Paulo

A geocélula foi desenvolvida, inicialmente, com o intuito de melhorar a capacidade de carga do solo. Contudo, este geossintético também é empregado para compor muro… (more)

Subjects/Keywords: Geossintéticos; Geosynthetics; Reforço do solo; Soil improvement; Soil reinforcement; Tratamento de solo

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APA (6th Edition):

Avesani Neto, J. O. (2013). Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-13082013-091655/ ;

Chicago Manual of Style (16th Edition):

Avesani Neto, José Orlando. “Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula.” 2013. Doctoral Dissertation, University of São Paulo. Accessed January 21, 2018. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-13082013-091655/ ;.

MLA Handbook (7th Edition):

Avesani Neto, José Orlando. “Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula.” 2013. Web. 21 Jan 2018.

Vancouver:

Avesani Neto JO. Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula. [Internet] [Doctoral dissertation]. University of São Paulo; 2013. [cited 2018 Jan 21]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-13082013-091655/ ;.

Council of Science Editors:

Avesani Neto JO. Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula. [Doctoral Dissertation]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-13082013-091655/ ;


Vilnius Gediminas Technical University

26. Valutkevičius, Povilas. Pagrindo stiprinimas armuojant geosintetine armatūra.

Degree: Master, Civil Enginering, 2014, Vilnius Gediminas Technical University

Baigiamajame magistro darbe, kuris atliktas pagal VGTU, Statybos fakulteto, Geotechnikos katedros pateiktą užduotį, atliktas geosintetinių medžiagų taikymo pagrindo stiprinimui galimybės vertinimas. Darbą, kurio tema „Pagrindo… (more)

Subjects/Keywords: Geosintetika; Geotekstilė; Geotinklas; Horizontalios deformacijos; DIN; Geosynthetics; Geotextile; Geogrid; Lateral displacements; Horizontal displacements

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APA (6th Edition):

Valutkevičius, Povilas. (2014). Pagrindo stiprinimas armuojant geosintetine armatūra. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171127-74392 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Valutkevičius, Povilas. “Pagrindo stiprinimas armuojant geosintetine armatūra.” 2014. Masters Thesis, Vilnius Gediminas Technical University. Accessed January 21, 2018. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171127-74392 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Valutkevičius, Povilas. “Pagrindo stiprinimas armuojant geosintetine armatūra.” 2014. Web. 21 Jan 2018.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Valutkevičius, Povilas. Pagrindo stiprinimas armuojant geosintetine armatūra. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2014. [cited 2018 Jan 21]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171127-74392 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Valutkevičius, Povilas. Pagrindo stiprinimas armuojant geosintetine armatūra. [Masters Thesis]. Vilnius Gediminas Technical University; 2014. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171127-74392 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

27. Silva, João António Nunes. Avaliação de geossintéticos na construção de aterros sanitários – caso de estudo: aterro do Giestal.

Degree: 2014, Instituto Politécnico do Porto

Os aterros de resíduos contemplam, na sua constituição, uma série de sistemas e infraestruturas complementares que asseguram o correto funcionamento do mesmo, minimizando os perigos… (more)

Subjects/Keywords: Aterro Sanitário; Sistema de Impermeabilização; Lixiviados; Geossintéticos; Qualidade; Landfill; Waterproofing System; Leachate; Geosynthetics; Quality

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Silva, J. A. N. (2014). Avaliação de geossintéticos na construção de aterros sanitários – caso de estudo: aterro do Giestal. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5800

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Silva, João António Nunes. “Avaliação de geossintéticos na construção de aterros sanitários – caso de estudo: aterro do Giestal.” 2014. Thesis, Instituto Politécnico do Porto. Accessed January 21, 2018. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5800.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Silva, João António Nunes. “Avaliação de geossintéticos na construção de aterros sanitários – caso de estudo: aterro do Giestal.” 2014. Web. 21 Jan 2018.

Vancouver:

Silva JAN. Avaliação de geossintéticos na construção de aterros sanitários – caso de estudo: aterro do Giestal. [Internet] [Thesis]. Instituto Politécnico do Porto; 2014. [cited 2018 Jan 21]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5800.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Silva JAN. Avaliação de geossintéticos na construção de aterros sanitários – caso de estudo: aterro do Giestal. [Thesis]. Instituto Politécnico do Porto; 2014. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5800

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Wollongong

28. Hussaini, Syed Khaja Karimullah. An experimental study on the deformation behaviour of geosynthetically reinforced ballast.

Degree: PhD, 2013, University of Wollongong

  The ballast layer is responsible for distributing the applied wheel load to the subgrade soil and maintaining the track alignment. However, upon repeated load… (more)

Subjects/Keywords: railroad ballast; geosynthetics; cyclic loading; high-speed trains; FBG sensors; model track tests

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hussaini, S. K. K. (2013). An experimental study on the deformation behaviour of geosynthetically reinforced ballast. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering, 090507 Transport Engineering ; http://ro.uow.edu.au/theses/3799

Chicago Manual of Style (16th Edition):

Hussaini, Syed Khaja Karimullah. “An experimental study on the deformation behaviour of geosynthetically reinforced ballast.” 2013. Doctoral Dissertation, University of Wollongong. Accessed January 21, 2018. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering, 090507 Transport Engineering ; http://ro.uow.edu.au/theses/3799.

MLA Handbook (7th Edition):

Hussaini, Syed Khaja Karimullah. “An experimental study on the deformation behaviour of geosynthetically reinforced ballast.” 2013. Web. 21 Jan 2018.

Vancouver:

Hussaini SKK. An experimental study on the deformation behaviour of geosynthetically reinforced ballast. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2018 Jan 21]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering, 090507 Transport Engineering ; http://ro.uow.edu.au/theses/3799.

Council of Science Editors:

Hussaini SKK. An experimental study on the deformation behaviour of geosynthetically reinforced ballast. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering, 090507 Transport Engineering ; http://ro.uow.edu.au/theses/3799


North Carolina State University

29. Cote, Benjamin Michael. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 This study evaluated the performance of undercut subgrade stabilization measures during construction traffic loading prior to final paving. Twenty-two simulated undercut sections with different stabilization… (more)

Subjects/Keywords: Subgrade Stabilization; Cyclic Plate Load Test; Undercut; Geosynthetics; Lime; Chemical Stabilization; Construction Platform

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Cote, B. M. (2009). Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/550

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Thesis, North Carolina State University. Accessed January 21, 2018. http://www.lib.ncsu.edu/resolver/1840.16/550.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Web. 21 Jan 2018.

Vancouver:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2018 Jan 21]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Western Sydney

30. Al-Qarawi, Ahmed. The application of EPS geofoam in mitigating the approach problems in integral abutment bridges.

Degree: 2016, University of Western Sydney

 The present thesis aims to extend an insight into the soil-structure interaction behaviour in the Integral Abutment Bridge (IAB) with particular emphasis to the soil… (more)

Subjects/Keywords: bridges; abutments; plastic foams; geosynthetics; soil stabilization; Thesis (M.Eng. (Hons.)) – Western Sydney University, 2016

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Al-Qarawi, A. (2016). The application of EPS geofoam in mitigating the approach problems in integral abutment bridges. (Thesis). University of Western Sydney. Retrieved from http://hdl.handle.net/1959.7/uws:37626

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Al-Qarawi, Ahmed. “The application of EPS geofoam in mitigating the approach problems in integral abutment bridges.” 2016. Thesis, University of Western Sydney. Accessed January 21, 2018. http://hdl.handle.net/1959.7/uws:37626.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Al-Qarawi, Ahmed. “The application of EPS geofoam in mitigating the approach problems in integral abutment bridges.” 2016. Web. 21 Jan 2018.

Vancouver:

Al-Qarawi A. The application of EPS geofoam in mitigating the approach problems in integral abutment bridges. [Internet] [Thesis]. University of Western Sydney; 2016. [cited 2018 Jan 21]. Available from: http://hdl.handle.net/1959.7/uws:37626.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Al-Qarawi A. The application of EPS geofoam in mitigating the approach problems in integral abutment bridges. [Thesis]. University of Western Sydney; 2016. Available from: http://hdl.handle.net/1959.7/uws:37626

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

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