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You searched for subject:(geomembrane). Showing records 1 – 30 of 45 total matches.

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Queens University

1. Sabir, Ali. Assessment of Long-Term Tensile Strains in HDPE Geomembranes From Gravel Indentations .

Degree: Civil Engineering, 2011, Queens University

 The physical response of composite landfill liners, consisting of a high-density polyethylene geomembrane overlying a compacted clay liner, was examined with an emphasis on quantifying… (more)

Subjects/Keywords: Geotech; Geomembrane

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

APA (6th Edition):

Sabir, A. (2011). Assessment of Long-Term Tensile Strains in HDPE Geomembranes From Gravel Indentations . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/6342

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):

Sabir, Ali. “Assessment of Long-Term Tensile Strains in HDPE Geomembranes From Gravel Indentations .” 2011. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/6342.

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

MLA Handbook (7th Edition):

Sabir, Ali. “Assessment of Long-Term Tensile Strains in HDPE Geomembranes From Gravel Indentations .” 2011. Web. 02 Apr 2020.

Vancouver:

Sabir A. Assessment of Long-Term Tensile Strains in HDPE Geomembranes From Gravel Indentations . [Internet] [Thesis]. Queens University; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/6342.

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

Council of Science Editors:

Sabir A. Assessment of Long-Term Tensile Strains in HDPE Geomembranes From Gravel Indentations . [Thesis]. Queens University; 2011. Available from: http://hdl.handle.net/1974/6342

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


Queens University

2. Eastman, Michael. Calculating and Limiting Local Strains in Geomembranes From Gravel Indentations .

Degree: Civil Engineering, 2013, Queens University

 Short-term tensile strains that arise from local gravel indentations in municipal solid waste landfill base geomembrane liners are investigated with an emphasis on quantifying how… (more)

Subjects/Keywords: Geomembrane; Landfill

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APA (6th Edition):

Eastman, M. (2013). Calculating and Limiting Local Strains in Geomembranes From Gravel Indentations . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8385

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):

Eastman, Michael. “Calculating and Limiting Local Strains in Geomembranes From Gravel Indentations .” 2013. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/8385.

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

MLA Handbook (7th Edition):

Eastman, Michael. “Calculating and Limiting Local Strains in Geomembranes From Gravel Indentations .” 2013. Web. 02 Apr 2020.

Vancouver:

Eastman M. Calculating and Limiting Local Strains in Geomembranes From Gravel Indentations . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/8385.

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

Council of Science Editors:

Eastman M. Calculating and Limiting Local Strains in Geomembranes From Gravel Indentations . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8385

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


University of Saskatchewan

3. Cunningham, Haley L 1993-. Evaluating the rate of leakage through defects in a geomembrane.

Degree: 2019, University of Saskatchewan

 Geomembranes are impermeable barriers when they remain intact. However, there is potential for damage to occur during and after installation. The development of defects in… (more)

Subjects/Keywords: Geomembrane; defects

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APA (6th Edition):

Cunningham, H. L. 1. (2019). Evaluating the rate of leakage through defects in a geomembrane. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12065

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):

Cunningham, Haley L 1993-. “Evaluating the rate of leakage through defects in a geomembrane.” 2019. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/12065.

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

MLA Handbook (7th Edition):

Cunningham, Haley L 1993-. “Evaluating the rate of leakage through defects in a geomembrane.” 2019. Web. 02 Apr 2020.

Vancouver:

Cunningham HL1. Evaluating the rate of leakage through defects in a geomembrane. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/12065.

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

Council of Science Editors:

Cunningham HL1. Evaluating the rate of leakage through defects in a geomembrane. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/12065

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


Queens University

4. Chappel, Melissa Jill. A Field Scale Evaluation of Wrinkles in Exposed HDPE Geomembranes .

Degree: Civil Engineering, 2012, Queens University

 Intact geomembranes are barriers to advective aqueous flow and are often a key component in the design of composite bottom liner and cover systems. During… (more)

Subjects/Keywords: Geomembrane; Landfill Liner

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APA (6th Edition):

Chappel, M. J. (2012). A Field Scale Evaluation of Wrinkles in Exposed HDPE Geomembranes . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7310

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):

Chappel, Melissa Jill. “A Field Scale Evaluation of Wrinkles in Exposed HDPE Geomembranes .” 2012. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/7310.

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

MLA Handbook (7th Edition):

Chappel, Melissa Jill. “A Field Scale Evaluation of Wrinkles in Exposed HDPE Geomembranes .” 2012. Web. 02 Apr 2020.

Vancouver:

Chappel MJ. A Field Scale Evaluation of Wrinkles in Exposed HDPE Geomembranes . [Internet] [Thesis]. Queens University; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/7310.

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

Council of Science Editors:

Chappel MJ. A Field Scale Evaluation of Wrinkles in Exposed HDPE Geomembranes . [Thesis]. Queens University; 2012. Available from: http://hdl.handle.net/1974/7310

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


Queens University

5. Chou, Yung-Chin. Leakage Phenomena of Tailings Overlying a 1 cm Diameter Circular Geomembrane defect .

Degree: Civil Engineering, Queens University

 Leakage phenomena for two types of tailings overlying a 1 cm diameter geomembrane defect were studied. The first type of tailings was a Silty Sand.… (more)

Subjects/Keywords: Geomembrane; Tailings

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APA (6th Edition):

Chou, Y. (n.d.). Leakage Phenomena of Tailings Overlying a 1 cm Diameter Circular Geomembrane defect . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/22769

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Chou, Yung-Chin. “Leakage Phenomena of Tailings Overlying a 1 cm Diameter Circular Geomembrane defect .” Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/22769.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Chou, Yung-Chin. “Leakage Phenomena of Tailings Overlying a 1 cm Diameter Circular Geomembrane defect .” Web. 02 Apr 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Chou Y. Leakage Phenomena of Tailings Overlying a 1 cm Diameter Circular Geomembrane defect . [Internet] [Thesis]. Queens University; [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/22769.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Chou Y. Leakage Phenomena of Tailings Overlying a 1 cm Diameter Circular Geomembrane defect . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/22769

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


Université de Sherbrooke

6. Bluteau, Claudia. Émissions d'ammoniac en provenance des infrastructures agricoles .

Degree: 2009, Université de Sherbrooke

 Gaseous ammonia emissions from livestock production are a well known source of anthropogenic ammonia emissions and have been the subject of numerous studies in Western… (more)

Subjects/Keywords: Ventilation; Geomembrane; Manure storage; Dairy housing; Gaseous emission; Agriculture; Ammonia

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APA (6th Edition):

Bluteau, C. (2009). Émissions d'ammoniac en provenance des infrastructures agricoles . (Masters Thesis). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/5518

Chicago Manual of Style (16th Edition):

Bluteau, Claudia. “Émissions d'ammoniac en provenance des infrastructures agricoles .” 2009. Masters Thesis, Université de Sherbrooke. Accessed April 02, 2020. http://hdl.handle.net/11143/5518.

MLA Handbook (7th Edition):

Bluteau, Claudia. “Émissions d'ammoniac en provenance des infrastructures agricoles .” 2009. Web. 02 Apr 2020.

Vancouver:

Bluteau C. Émissions d'ammoniac en provenance des infrastructures agricoles . [Internet] [Masters thesis]. Université de Sherbrooke; 2009. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/11143/5518.

Council of Science Editors:

Bluteau C. Émissions d'ammoniac en provenance des infrastructures agricoles . [Masters Thesis]. Université de Sherbrooke; 2009. Available from: http://hdl.handle.net/11143/5518


University of Texas – Austin

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

Degree: MSin Engineering, Civil 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. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-08-4364

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. Masters Thesis, University of Texas – Austin. Accessed April 02, 2020. http://hdl.handle.net/2152/ETD-UT-2011-08-4364.

MLA Handbook (7th Edition):

Yates, Trevor Butler. “Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet.” 2011. Web. 02 Apr 2020.

Vancouver:

Yates TB. Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet. [Internet] [Masters thesis]. University of Texas – Austin; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4364.

Council of Science Editors:

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


Arizona State University

8. Gutierrez, Angel. Experimental Evaluation of the Performance of Geomembrane Liner Subject to Downdrag and Seismic Loading.

Degree: Civil and Environmental Engineering, 2016, Arizona State University

 A series of experiments were conducted to support validation of a numerical model for the performance of geomembrane liners subject to waste settlement and seismic… (more)

Subjects/Keywords: Civil engineering; centrifuge; concentration; earthquake; geomembrane; seismic; strains

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APA (6th Edition):

Gutierrez, A. (2016). Experimental Evaluation of the Performance of Geomembrane Liner Subject to Downdrag and Seismic Loading. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/40315

Chicago Manual of Style (16th Edition):

Gutierrez, Angel. “Experimental Evaluation of the Performance of Geomembrane Liner Subject to Downdrag and Seismic Loading.” 2016. Doctoral Dissertation, Arizona State University. Accessed April 02, 2020. http://repository.asu.edu/items/40315.

MLA Handbook (7th Edition):

Gutierrez, Angel. “Experimental Evaluation of the Performance of Geomembrane Liner Subject to Downdrag and Seismic Loading.” 2016. Web. 02 Apr 2020.

Vancouver:

Gutierrez A. Experimental Evaluation of the Performance of Geomembrane Liner Subject to Downdrag and Seismic Loading. [Internet] [Doctoral dissertation]. Arizona State University; 2016. [cited 2020 Apr 02]. Available from: http://repository.asu.edu/items/40315.

Council of Science Editors:

Gutierrez A. Experimental Evaluation of the Performance of Geomembrane Liner Subject to Downdrag and Seismic Loading. [Doctoral Dissertation]. Arizona State University; 2016. Available from: http://repository.asu.edu/items/40315


Arizona State University

9. Wu, Xuan. Validation of a Numerical Model for Design of Geomembranes Subject to Extreme Loads.

Degree: Civil and Environmental Engineering, 2017, Arizona State University

 A numerical model for design of the geomembrane elements of waste containment systems has been validated by laboratory testing. Due to the absence of any… (more)

Subjects/Keywords: Geotechnology; Finite difference; Geomembrane; Landfill; Large scale centrifuge; Numerical analysis; Validation

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APA (6th Edition):

Wu, X. (2017). Validation of a Numerical Model for Design of Geomembranes Subject to Extreme Loads. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/44073

Chicago Manual of Style (16th Edition):

Wu, Xuan. “Validation of a Numerical Model for Design of Geomembranes Subject to Extreme Loads.” 2017. Doctoral Dissertation, Arizona State University. Accessed April 02, 2020. http://repository.asu.edu/items/44073.

MLA Handbook (7th Edition):

Wu, Xuan. “Validation of a Numerical Model for Design of Geomembranes Subject to Extreme Loads.” 2017. Web. 02 Apr 2020.

Vancouver:

Wu X. Validation of a Numerical Model for Design of Geomembranes Subject to Extreme Loads. [Internet] [Doctoral dissertation]. Arizona State University; 2017. [cited 2020 Apr 02]. Available from: http://repository.asu.edu/items/44073.

Council of Science Editors:

Wu X. Validation of a Numerical Model for Design of Geomembranes Subject to Extreme Loads. [Doctoral Dissertation]. Arizona State University; 2017. Available from: http://repository.asu.edu/items/44073


Georgia Tech

10. Kim, Duhwan. Multi-Scale Assessment of Geotextile-Geomembrane Interaction.

Degree: PhD, Civil and Environmental Engineering, 2006, Georgia Tech

 Geotextile and geomembrane sheets are typically used as a composite system rather than as a stand-alone solution because of their complementary properties of permeability and… (more)

Subjects/Keywords: Geotextile; Geomembrane; Interface; Image analysis

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APA (6th Edition):

Kim, D. (2006). Multi-Scale Assessment of Geotextile-Geomembrane Interaction. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/14019

Chicago Manual of Style (16th Edition):

Kim, Duhwan. “Multi-Scale Assessment of Geotextile-Geomembrane Interaction.” 2006. Doctoral Dissertation, Georgia Tech. Accessed April 02, 2020. http://hdl.handle.net/1853/14019.

MLA Handbook (7th Edition):

Kim, Duhwan. “Multi-Scale Assessment of Geotextile-Geomembrane Interaction.” 2006. Web. 02 Apr 2020.

Vancouver:

Kim D. Multi-Scale Assessment of Geotextile-Geomembrane Interaction. [Internet] [Doctoral dissertation]. Georgia Tech; 2006. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1853/14019.

Council of Science Editors:

Kim D. Multi-Scale Assessment of Geotextile-Geomembrane Interaction. [Doctoral Dissertation]. Georgia Tech; 2006. Available from: http://hdl.handle.net/1853/14019


University of South Carolina

11. Alsharaballi, Alaa. Evaluating Measurement of Strain Hardening Method for Mechanical Assessment of Geomembrane Service Life in MSW Landfills.

Degree: PhD, Civil and Environmental Engineering, 2019, University of South Carolina

  The increased household production result in more construction of municipal solid waste (MSW) landfills and lagoons. One major part of these engineering projects is… (more)

Subjects/Keywords: Civil and Environmental Engineering; mechanical; assessment; geomembrane; msw landfills; strain hardening

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APA (6th Edition):

Alsharaballi, A. (2019). Evaluating Measurement of Strain Hardening Method for Mechanical Assessment of Geomembrane Service Life in MSW Landfills. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/5572

Chicago Manual of Style (16th Edition):

Alsharaballi, Alaa. “Evaluating Measurement of Strain Hardening Method for Mechanical Assessment of Geomembrane Service Life in MSW Landfills.” 2019. Doctoral Dissertation, University of South Carolina. Accessed April 02, 2020. https://scholarcommons.sc.edu/etd/5572.

MLA Handbook (7th Edition):

Alsharaballi, Alaa. “Evaluating Measurement of Strain Hardening Method for Mechanical Assessment of Geomembrane Service Life in MSW Landfills.” 2019. Web. 02 Apr 2020.

Vancouver:

Alsharaballi A. Evaluating Measurement of Strain Hardening Method for Mechanical Assessment of Geomembrane Service Life in MSW Landfills. [Internet] [Doctoral dissertation]. University of South Carolina; 2019. [cited 2020 Apr 02]. Available from: https://scholarcommons.sc.edu/etd/5572.

Council of Science Editors:

Alsharaballi A. Evaluating Measurement of Strain Hardening Method for Mechanical Assessment of Geomembrane Service Life in MSW Landfills. [Doctoral Dissertation]. University of South Carolina; 2019. Available from: https://scholarcommons.sc.edu/etd/5572

12. Geroto, Regis Eduardo. Desempenho de camadas de proteção para geomembranas.

Degree: Mestrado, Geotecnia, 2008, University of São Paulo

A eficiência das geomembranas como barreiras para controle e desvio de fluxo está diretamente relacionada com a integridade de sua superfície. Nos sistemas de impermeabilização… (more)

Subjects/Keywords: Aterro sanitário; Camadas de proteção; Geomembrana; Geomembrane; Geotêxtil; Geotextile; Landfill; Protective layers

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APA (6th Edition):

Geroto, R. E. (2008). Desempenho de camadas de proteção para geomembranas. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15122008-171149/ ;

Chicago Manual of Style (16th Edition):

Geroto, Regis Eduardo. “Desempenho de camadas de proteção para geomembranas.” 2008. Masters Thesis, University of São Paulo. Accessed April 02, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15122008-171149/ ;.

MLA Handbook (7th Edition):

Geroto, Regis Eduardo. “Desempenho de camadas de proteção para geomembranas.” 2008. Web. 02 Apr 2020.

Vancouver:

Geroto RE. Desempenho de camadas de proteção para geomembranas. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2020 Apr 02]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15122008-171149/ ;.

Council of Science Editors:

Geroto RE. Desempenho de camadas de proteção para geomembranas. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-15122008-171149/ ;


Virginia Tech

13. Tang, Jia. Modeling contaminant transport in polyethylene and metal speciation in saliva.

Degree: MS, Environmental Engineering, 2010, Virginia Tech

 Properties of both chemical contaminants and polymers can impact contaminant diffusivity and solubility in new and aged polyethylene materials for pipes and geomembranes. Diffusivity, solubility,… (more)

Subjects/Keywords: zinc; iron; flavor; chemical speciation; artificial saliva; modeling; polyethylene pipe; geomembrane; diffusivity; solubility; polymer; copper

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APA (6th Edition):

Tang, J. (2010). Modeling contaminant transport in polyethylene and metal speciation in saliva. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33734

Chicago Manual of Style (16th Edition):

Tang, Jia. “Modeling contaminant transport in polyethylene and metal speciation in saliva.” 2010. Masters Thesis, Virginia Tech. Accessed April 02, 2020. http://hdl.handle.net/10919/33734.

MLA Handbook (7th Edition):

Tang, Jia. “Modeling contaminant transport in polyethylene and metal speciation in saliva.” 2010. Web. 02 Apr 2020.

Vancouver:

Tang J. Modeling contaminant transport in polyethylene and metal speciation in saliva. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10919/33734.

Council of Science Editors:

Tang J. Modeling contaminant transport in polyethylene and metal speciation in saliva. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/33734


Queens University

14. Jones, Daniel. Containment of Organic Contaminants Using Geosynthetics .

Degree: Civil Engineering, 2016, Queens University

 The use of geosynthetics to contain volatile organic compounds (VOCs) and polychlorinated biphenyls (PCBs) in composite liner systems is evaluated through laboratory and field experiments.… (more)

Subjects/Keywords: Vapour Barrier; Diffusion; Geomembrane; Arctic; Antarctica; Polychlorinated Biphenyl; Compacted Clay Liner; BTEX; Geosynthetic Clay Liner

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APA (6th Edition):

Jones, D. (2016). Containment of Organic Contaminants Using Geosynthetics . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/14091

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):

Jones, Daniel. “Containment of Organic Contaminants Using Geosynthetics .” 2016. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/14091.

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

MLA Handbook (7th Edition):

Jones, Daniel. “Containment of Organic Contaminants Using Geosynthetics .” 2016. Web. 02 Apr 2020.

Vancouver:

Jones D. Containment of Organic Contaminants Using Geosynthetics . [Internet] [Thesis]. Queens University; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/14091.

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

Council of Science Editors:

Jones D. Containment of Organic Contaminants Using Geosynthetics . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/14091

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


Queens University

15. Dickinson, Simon. Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions .

Degree: Civil Engineering, 2008, Queens University

 The physical response of composite landfill liners consisting of a geomembrane on top of a geosynthetic clay liner (GCL) are examined under simulated landfill conditions.… (more)

Subjects/Keywords: Landfill; Geosynthetic Clay Liner; Geomembrane; Protection

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APA (6th Edition):

Dickinson, S. (2008). Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1409

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):

Dickinson, Simon. “Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions .” 2008. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/1409.

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

MLA Handbook (7th Edition):

Dickinson, Simon. “Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions .” 2008. Web. 02 Apr 2020.

Vancouver:

Dickinson S. Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions . [Internet] [Thesis]. Queens University; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/1409.

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

Council of Science Editors:

Dickinson S. Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions . [Thesis]. Queens University; 2008. Available from: http://hdl.handle.net/1974/1409

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


Queens University

16. Ewais, Amr. Longevity of HDPE Geomembranes in Geoenvironmental Applications .

Degree: Civil Engineering, 2014, Queens University

 With sufficient time, a high density polyethylene geomembrane will degrade and lose its engineering properties until ruptures signal the end of its service-life. This thesis… (more)

Subjects/Keywords: Exposed Geomembrane; Stress Crack Resistance; Ageing; Geosynthetics; Landfill; Liner; Oxidative Induction Time; Degradation

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

APA (6th Edition):

Ewais, A. (2014). Longevity of HDPE Geomembranes in Geoenvironmental Applications . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8640

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):

Ewais, Amr. “Longevity of HDPE Geomembranes in Geoenvironmental Applications .” 2014. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/8640.

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

MLA Handbook (7th Edition):

Ewais, Amr. “Longevity of HDPE Geomembranes in Geoenvironmental Applications .” 2014. Web. 02 Apr 2020.

Vancouver:

Ewais A. Longevity of HDPE Geomembranes in Geoenvironmental Applications . [Internet] [Thesis]. Queens University; 2014. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/8640.

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

Council of Science Editors:

Ewais A. Longevity of HDPE Geomembranes in Geoenvironmental Applications . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/8640

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


University of Southern California

17. Munsell, Devon R. Closed landfills to solar energy power plants: estimating the solar potential of closed landfills in California.

Degree: MS, Geographic Information Science and Technology, 2013, University of Southern California

 Solar radiation is a promising source of renewable energy because it is abundant and the technologies to harvest it are quickly improving. An ongoing challenge… (more)

Subjects/Keywords: solar power; landfills; California; renewable energy; dish-stirling; photovoltaic geomembrane; solar analyst; GIS; ArcMap

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APA (6th Edition):

Munsell, D. R. (2013). Closed landfills to solar energy power plants: estimating the solar potential of closed landfills in California. (Masters Thesis). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/220265/rec/1391

Chicago Manual of Style (16th Edition):

Munsell, Devon R. “Closed landfills to solar energy power plants: estimating the solar potential of closed landfills in California.” 2013. Masters Thesis, University of Southern California. Accessed April 02, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/220265/rec/1391.

MLA Handbook (7th Edition):

Munsell, Devon R. “Closed landfills to solar energy power plants: estimating the solar potential of closed landfills in California.” 2013. Web. 02 Apr 2020.

Vancouver:

Munsell DR. Closed landfills to solar energy power plants: estimating the solar potential of closed landfills in California. [Internet] [Masters thesis]. University of Southern California; 2013. [cited 2020 Apr 02]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/220265/rec/1391.

Council of Science Editors:

Munsell DR. Closed landfills to solar energy power plants: estimating the solar potential of closed landfills in California. [Masters Thesis]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/220265/rec/1391


Queens University

18. Rimal, Santosh. Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills .

Degree: Civil Engineering, 2009, Queens University

 The ageing of high density polyethylene geomembrane (GM) liners used to minimize advection and diffusion of contaminants in municipal solid waste landfill leachate and in… (more)

Subjects/Keywords: Ageing of Geomembrane; Antioxidants; Durability; Fluorinated; HDPE Geomembrane; Jet Fuel; Landfill; Leachate; Performance of Geomembrane; Service Life

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APA (6th Edition):

Rimal, S. (2009). Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1658

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):

Rimal, Santosh. “Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills .” 2009. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/1658.

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

MLA Handbook (7th Edition):

Rimal, Santosh. “Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills .” 2009. Web. 02 Apr 2020.

Vancouver:

Rimal S. Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills . [Internet] [Thesis]. Queens University; 2009. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/1658.

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

Council of Science Editors:

Rimal S. Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/1658

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


The Ohio State University

19. Ross, Jason D. Static and Dynamic Shear Strength of a Geomembrane/Geosynthetic Clay Liner Interface.

Degree: MS, Civil Engineering, 2009, The Ohio State University

  A series of monotonic (single-direction) and dynamic (bi-directional) direct shear tests were performed involving the interface of a textured geomembrane (GMX) and a needle-punched… (more)

Subjects/Keywords: Civil Engineering; Geosynthetics; Shear strength; Geomembrane; Geosynthetic Clay Liner; Dynamic Response; Clay Liners; Interface; Direct shear

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APA (6th Edition):

Ross, J. D. (2009). Static and Dynamic Shear Strength of a Geomembrane/Geosynthetic Clay Liner Interface. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1243545173

Chicago Manual of Style (16th Edition):

Ross, Jason D. “Static and Dynamic Shear Strength of a Geomembrane/Geosynthetic Clay Liner Interface.” 2009. Masters Thesis, The Ohio State University. Accessed April 02, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243545173.

MLA Handbook (7th Edition):

Ross, Jason D. “Static and Dynamic Shear Strength of a Geomembrane/Geosynthetic Clay Liner Interface.” 2009. Web. 02 Apr 2020.

Vancouver:

Ross JD. Static and Dynamic Shear Strength of a Geomembrane/Geosynthetic Clay Liner Interface. [Internet] [Masters thesis]. The Ohio State University; 2009. [cited 2020 Apr 02]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1243545173.

Council of Science Editors:

Ross JD. Static and Dynamic Shear Strength of a Geomembrane/Geosynthetic Clay Liner Interface. [Masters Thesis]. The Ohio State University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1243545173

20. Pons, Carlota. Durabilité des géomembranes en polyéthylène haute densité utilisées dans les installations de stockage de déchets non dangereux : Durability of HDPE geomembranes used in basal liner systems of municipal solid waste landfills.

Degree: Docteur es, Structures et Matériaux, 2012, Université Paris-Est

Les géomembranes (GMB) en polyéthylène haute densité (PEHD) sont utilisées comme barrière d'étanchéité dans les installations de stockage de déchets non dangereux (ISDND). Malgré les… (more)

Subjects/Keywords: Géomembrane; Polyéthylène; Durabilité; Perte antioxydants; Thermo-oxydation; Biofilm; Geomembrane; Polyethylene; Durability; Antioxidants loss; Thermal oxidation; Biofilm

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APA (6th Edition):

Pons, C. (2012). Durabilité des géomembranes en polyéthylène haute densité utilisées dans les installations de stockage de déchets non dangereux : Durability of HDPE geomembranes used in basal liner systems of municipal solid waste landfills. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2012PEST1157

Chicago Manual of Style (16th Edition):

Pons, Carlota. “Durabilité des géomembranes en polyéthylène haute densité utilisées dans les installations de stockage de déchets non dangereux : Durability of HDPE geomembranes used in basal liner systems of municipal solid waste landfills.” 2012. Doctoral Dissertation, Université Paris-Est. Accessed April 02, 2020. http://www.theses.fr/2012PEST1157.

MLA Handbook (7th Edition):

Pons, Carlota. “Durabilité des géomembranes en polyéthylène haute densité utilisées dans les installations de stockage de déchets non dangereux : Durability of HDPE geomembranes used in basal liner systems of municipal solid waste landfills.” 2012. Web. 02 Apr 2020.

Vancouver:

Pons C. Durabilité des géomembranes en polyéthylène haute densité utilisées dans les installations de stockage de déchets non dangereux : Durability of HDPE geomembranes used in basal liner systems of municipal solid waste landfills. [Internet] [Doctoral dissertation]. Université Paris-Est; 2012. [cited 2020 Apr 02]. Available from: http://www.theses.fr/2012PEST1157.

Council of Science Editors:

Pons C. Durabilité des géomembranes en polyéthylène haute densité utilisées dans les installations de stockage de déchets non dangereux : Durability of HDPE geomembranes used in basal liner systems of municipal solid waste landfills. [Doctoral Dissertation]. Université Paris-Est; 2012. Available from: http://www.theses.fr/2012PEST1157


Queens University

21. Joshi, Prabeen. Hydraulic Performance of Geosynthetic Liners in Landfills and Tailings Storage Facilities .

Degree: Civil Engineering, 2016, Queens University

 The effects of holes in a geomembrane on leakage through the base liner of a modern municipal solid waste and mine tailings storage facilities was… (more)

Subjects/Keywords: Geosynthetics; Landfills; Composite Liner; Geosynthetic Clay Liner; Geomembrane Wrinkle; Finite Element Seepage Analysis; Tailings; Geomembranes; Holes; Leakage

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APA (6th Edition):

Joshi, P. (2016). Hydraulic Performance of Geosynthetic Liners in Landfills and Tailings Storage Facilities . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/14352

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):

Joshi, Prabeen. “Hydraulic Performance of Geosynthetic Liners in Landfills and Tailings Storage Facilities .” 2016. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/14352.

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

MLA Handbook (7th Edition):

Joshi, Prabeen. “Hydraulic Performance of Geosynthetic Liners in Landfills and Tailings Storage Facilities .” 2016. Web. 02 Apr 2020.

Vancouver:

Joshi P. Hydraulic Performance of Geosynthetic Liners in Landfills and Tailings Storage Facilities . [Internet] [Thesis]. Queens University; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/14352.

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

Council of Science Editors:

Joshi P. Hydraulic Performance of Geosynthetic Liners in Landfills and Tailings Storage Facilities . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/14352

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


Queens University

22. Awad, Ramy. Performance of Geomembranes to Contain PCBS, Brine and Reverse-Osmosis Water .

Degree: Civil Engineering, Queens University

 Accelerated ageing tests are used to examine the performance of geomembranes in three applications. The thesis examines a broad range of geomembranes produced over a… (more)

Subjects/Keywords: Geomembrane; Antioxidants; HDPE; LLDPE; Blended; PCB; Brine; Leachate

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APA (6th Edition):

Awad, R. (n.d.). Performance of Geomembranes to Contain PCBS, Brine and Reverse-Osmosis Water . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/23760

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Awad, Ramy. “Performance of Geomembranes to Contain PCBS, Brine and Reverse-Osmosis Water .” Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/23760.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Awad, Ramy. “Performance of Geomembranes to Contain PCBS, Brine and Reverse-Osmosis Water .” Web. 02 Apr 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Awad R. Performance of Geomembranes to Contain PCBS, Brine and Reverse-Osmosis Water . [Internet] [Thesis]. Queens University; [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/23760.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Awad R. Performance of Geomembranes to Contain PCBS, Brine and Reverse-Osmosis Water . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/23760

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


Queens University

23. Gad Eldesouky, Hesham. Calculating Strain and Stress in Geomembranes at Gravel Indentations .

Degree: Civil Engineering, Queens University

 New methods were developed, validated and applied to calculate strain and stress in geomembrane liners from the local deformed shape imposed by overlying coarse gravel… (more)

Subjects/Keywords: Geomembrane; Local strain; Landfill; Local Stress; Gravel indentations

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APA (6th Edition):

Gad Eldesouky, H. (n.d.). Calculating Strain and Stress in Geomembranes at Gravel Indentations . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/25915

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Gad Eldesouky, Hesham. “Calculating Strain and Stress in Geomembranes at Gravel Indentations .” Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/25915.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Gad Eldesouky, Hesham. “Calculating Strain and Stress in Geomembranes at Gravel Indentations .” Web. 02 Apr 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Gad Eldesouky H. Calculating Strain and Stress in Geomembranes at Gravel Indentations . [Internet] [Thesis]. Queens University; [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/25915.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Gad Eldesouky H. Calculating Strain and Stress in Geomembranes at Gravel Indentations . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/25915

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

24. Valentin, Clever Aparecido. Estudo da degradação de geomembrana de polietileno de alta densidade de 2,5 mm de espessura frente à gasolina, óleo diesel e álcool combustível.

Degree: Mestrado, Química Analítica, 2008, University of São Paulo

Os constantes vazamentos de combustíveis derivados do petróleo nos postos de abastecimento têm gerado grande preocupação em diversos países do mundo. Estes combustíveis apresentam em… (more)

Subjects/Keywords: calorimetria de varredura diferencial; densidade; density; differential scanning calorimetry; difusão; geomembrana; geomembrane; HPAs; PAHs; permeabilidade ao vapor; permeability; polietileno; polyetilene; tensile; tração

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APA (6th Edition):

Valentin, C. A. (2008). Estudo da degradação de geomembrana de polietileno de alta densidade de 2,5 mm de espessura frente à gasolina, óleo diesel e álcool combustível. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/75/75132/tde-24082009-172014/ ;

Chicago Manual of Style (16th Edition):

Valentin, Clever Aparecido. “Estudo da degradação de geomembrana de polietileno de alta densidade de 2,5 mm de espessura frente à gasolina, óleo diesel e álcool combustível.” 2008. Masters Thesis, University of São Paulo. Accessed April 02, 2020. http://www.teses.usp.br/teses/disponiveis/75/75132/tde-24082009-172014/ ;.

MLA Handbook (7th Edition):

Valentin, Clever Aparecido. “Estudo da degradação de geomembrana de polietileno de alta densidade de 2,5 mm de espessura frente à gasolina, óleo diesel e álcool combustível.” 2008. Web. 02 Apr 2020.

Vancouver:

Valentin CA. Estudo da degradação de geomembrana de polietileno de alta densidade de 2,5 mm de espessura frente à gasolina, óleo diesel e álcool combustível. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2020 Apr 02]. Available from: http://www.teses.usp.br/teses/disponiveis/75/75132/tde-24082009-172014/ ;.

Council of Science Editors:

Valentin CA. Estudo da degradação de geomembrana de polietileno de alta densidade de 2,5 mm de espessura frente à gasolina, óleo diesel e álcool combustível. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/75/75132/tde-24082009-172014/ ;


University of Saskatchewan

25. Jogi, Manoj. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.

Degree: 2005, University of Saskatchewan

 Geomembranes are one of the most widely used geosynthetics in various civil engineering applications. Their primary function is as a barrier to liquid or vapour… (more)

Subjects/Keywords: surface roughness; interface shear strength; pore-water pressure; unsaturated conditions; geomembrane

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APA (6th Edition):

Jogi, M. (2005). A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12122005-150824

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):

Jogi, Manoj. “A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-12122005-150824.

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

MLA Handbook (7th Edition):

Jogi, Manoj. “A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.” 2005. Web. 02 Apr 2020.

Vancouver:

Jogi M. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-12122005-150824.

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

Council of Science Editors:

Jogi M. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-12122005-150824

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


Virginia Tech

26. Huong, Tung Chun. Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 A water-filled geomembrane tube is considered for the purpose of temporary flood protection. With proper design, this tube can be a cheap and efficient breakwater,… (more)

Subjects/Keywords: flood control; flood-fighting devices; geotextile; numerical modeling; geomembrane tube; soil-structure interaction

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APA (6th Edition):

Huong, T. C. (2001). Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31308

Chicago Manual of Style (16th Edition):

Huong, Tung Chun. “Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices.” 2001. Masters Thesis, Virginia Tech. Accessed April 02, 2020. http://hdl.handle.net/10919/31308.

MLA Handbook (7th Edition):

Huong, Tung Chun. “Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices.” 2001. Web. 02 Apr 2020.

Vancouver:

Huong TC. Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10919/31308.

Council of Science Editors:

Huong TC. Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/31308

27. Mosawi, Mohammad. Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces.

Degree: MS(M.S.), Civil Engineering, 2013, University of Dayton

 Geosynthetics are widely used in geotechnical engineering projects. For instance, Geomembranes are one of the most commonly used geosynthetic type and they are used to… (more)

Subjects/Keywords: Civil Engineering; viscoelasticity; geomembrane; area-change; friction; shear; adhesion

…5 FIGURE 3 A) GEOMEMBRANE, GEOTEXTILE, GEOSYNTHETIC CLAY LINER, GEOGRID B)… …7 FIGURE 4. TYPICAL STRESS-DISPLACEMENT BEHAVIOR: OTTAWA SAND / SMOOTH GEOMEMBRANE… …11 FIGURE 5. EFFECT OF TIME ON SOIL-GEOMEMBRANE CONTACT AREA… …17 FIGURE 6. EFFECT OF TIME ON THE SOIL-GEOMEMBRANE CONTACT AREA… …26 FIGURE 9. A) CONSOLIDATION-LOADING DEVICE B) GEOMEMBRANE SAMPLES, CEMENT, FLAT… 

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APA (6th Edition):

Mosawi, M. (2013). Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces. (Masters Thesis). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331

Chicago Manual of Style (16th Edition):

Mosawi, Mohammad. “Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces.” 2013. Masters Thesis, University of Dayton. Accessed April 02, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331.

MLA Handbook (7th Edition):

Mosawi, Mohammad. “Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces.” 2013. Web. 02 Apr 2020.

Vancouver:

Mosawi M. Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces. [Internet] [Masters thesis]. University of Dayton; 2013. [cited 2020 Apr 02]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331.

Council of Science Editors:

Mosawi M. Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces. [Masters Thesis]. University of Dayton; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331


Virginia Tech

28. Kim, Meeok. Two-Dimensional Analysis of Four Types of Water-Filled Geomembrane Tubes as Temporary Flood-Fighting Devices.

Degree: PhD, Civil Engineering, 2003, Virginia Tech

 Two-dimensional analysis of four types of water-filled tube dams is carried out: an apron-tube dam, a single baffle tube dam, a sleeved tube dam, and… (more)

Subjects/Keywords: Inflatable Tube Dam; FLAC; Flood Protection; Geomembrane; Flexible Structure; Soil-Structure Interaction

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APA (6th Edition):

Kim, M. (2003). Two-Dimensional Analysis of Four Types of Water-Filled Geomembrane Tubes as Temporary Flood-Fighting Devices. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26315

Chicago Manual of Style (16th Edition):

Kim, Meeok. “Two-Dimensional Analysis of Four Types of Water-Filled Geomembrane Tubes as Temporary Flood-Fighting Devices.” 2003. Doctoral Dissertation, Virginia Tech. Accessed April 02, 2020. http://hdl.handle.net/10919/26315.

MLA Handbook (7th Edition):

Kim, Meeok. “Two-Dimensional Analysis of Four Types of Water-Filled Geomembrane Tubes as Temporary Flood-Fighting Devices.” 2003. Web. 02 Apr 2020.

Vancouver:

Kim M. Two-Dimensional Analysis of Four Types of Water-Filled Geomembrane Tubes as Temporary Flood-Fighting Devices. [Internet] [Doctoral dissertation]. Virginia Tech; 2003. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10919/26315.

Council of Science Editors:

Kim M. Two-Dimensional Analysis of Four Types of Water-Filled Geomembrane Tubes as Temporary Flood-Fighting Devices. [Doctoral Dissertation]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/26315


Pontifical Catholic University of Rio de Janeiro

29. JULIANA MARQUES RESENDE. [en] HIGH DENSITY POLYETHYLENE (HDPE) NANOCOMPOSITES REINFORCED BY TITANATES NANOSHEETS SYNTHESIZED FROM ILMENITIC MINERAL SANDS.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] No intuito de desenvolver novas abordagens para a redução do coeficiente de expansão térmica (CTE) em PEAD, um polímero termoplástico largamente usado em geomembranas… (more)

Subjects/Keywords: [pt] NANOCOMPOSITOS; [en] NANOCOMPOSITES; [pt] FUNCIONALIZACAO; [en] FUNCTIONALIZATION; [pt] PEAD; [en] HDPE; [pt] GEOMEMBRANA; [en] GEOMEMBRANE; [pt] NANOFOLHAS DE TITANATOS; [en] TITANATES NANOSHEETS; [pt] ORGANOFILIZACAO; [en] ORGANOFILIZATION

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

APA (6th Edition):

RESENDE, J. M. (2019). [en] HIGH DENSITY POLYETHYLENE (HDPE) NANOCOMPOSITES REINFORCED BY TITANATES NANOSHEETS SYNTHESIZED FROM ILMENITIC MINERAL SANDS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37781

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):

RESENDE, JULIANA MARQUES. “[en] HIGH DENSITY POLYETHYLENE (HDPE) NANOCOMPOSITES REINFORCED BY TITANATES NANOSHEETS SYNTHESIZED FROM ILMENITIC MINERAL SANDS.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 02, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37781.

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

MLA Handbook (7th Edition):

RESENDE, JULIANA MARQUES. “[en] HIGH DENSITY POLYETHYLENE (HDPE) NANOCOMPOSITES REINFORCED BY TITANATES NANOSHEETS SYNTHESIZED FROM ILMENITIC MINERAL SANDS.” 2019. Web. 02 Apr 2020.

Vancouver:

RESENDE JM. [en] HIGH DENSITY POLYETHYLENE (HDPE) NANOCOMPOSITES REINFORCED BY TITANATES NANOSHEETS SYNTHESIZED FROM ILMENITIC MINERAL SANDS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Apr 02]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37781.

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

Council of Science Editors:

RESENDE JM. [en] HIGH DENSITY POLYETHYLENE (HDPE) NANOCOMPOSITES REINFORCED BY TITANATES NANOSHEETS SYNTHESIZED FROM ILMENITIC MINERAL SANDS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37781

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


Queens University

30. Shoaib, Mohamad. Durability of HDPE Geomembrane Seams and Sheet in Brine and Landfill Leachate .

Degree: Civil Engineering, Queens University

 The geomembrane (GMB) properties and those of the welds connecting the GMB sheets are key factors affecting long-term liner performance. Thus, a series of accelerated… (more)

Subjects/Keywords: Geosynthetics, Geomembrane; Seam; Welds; Antioxidant depletion; Shear test; Peel test

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

APA (6th Edition):

Shoaib, M. (n.d.). Durability of HDPE Geomembrane Seams and Sheet in Brine and Landfill Leachate . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/15780

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Shoaib, Mohamad. “Durability of HDPE Geomembrane Seams and Sheet in Brine and Landfill Leachate .” Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/15780.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Shoaib, Mohamad. “Durability of HDPE Geomembrane Seams and Sheet in Brine and Landfill Leachate .” Web. 02 Apr 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Shoaib M. Durability of HDPE Geomembrane Seams and Sheet in Brine and Landfill Leachate . [Internet] [Thesis]. Queens University; [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/15780.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Shoaib M. Durability of HDPE Geomembrane Seams and Sheet in Brine and Landfill Leachate . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/15780

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

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