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You searched for +publisher:"University of Saskatchewan" +contributor:("Haug, Moir"). Showing records 1 – 12 of 12 total matches.

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University of Saskatchewan

1. Nguyen, Huyen. The hydraulic behavior of free flowing granular drains.

Degree: 2012, University of Saskatchewan

 Granular drains are among the most effective tools for controlling the migration of contaminants. For long-term decommissioning in the mining industry, these drains might be… (more)

Subjects/Keywords: Granular drains; Clogging; infiltration; drainage soil; head loss; hydraulic head; normalized head.

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APA (6th Edition):

Nguyen, H. (2012). The hydraulic behavior of free flowing granular drains. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-01-404

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):

Nguyen, Huyen. “The hydraulic behavior of free flowing granular drains.” 2012. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/ETD-2012-01-404.

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

MLA Handbook (7th Edition):

Nguyen, Huyen. “The hydraulic behavior of free flowing granular drains.” 2012. Web. 14 Dec 2019.

Vancouver:

Nguyen H. The hydraulic behavior of free flowing granular drains. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/ETD-2012-01-404.

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

Council of Science Editors:

Nguyen H. The hydraulic behavior of free flowing granular drains. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-01-404

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


University of Saskatchewan

2. Bergerman, Martin. Design of free flowing granular drains for groundwater containment applications.

Degree: 2011, University of Saskatchewan

 Many geoenvironmental applications make use of granular drainage layers. Design guidelines for these drains recommend a granular soil that provides for filtration of the adjacent… (more)

Subjects/Keywords: fines deposition; filter permeability; groundwater containment; granular drain; soil drain; granular filter; soil filter; base soil

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APA (6th Edition):

Bergerman, M. (2011). Design of free flowing granular drains for groundwater containment applications. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-01102011-192840

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):

Bergerman, Martin. “Design of free flowing granular drains for groundwater containment applications.” 2011. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-01102011-192840.

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

MLA Handbook (7th Edition):

Bergerman, Martin. “Design of free flowing granular drains for groundwater containment applications.” 2011. Web. 14 Dec 2019.

Vancouver:

Bergerman M. Design of free flowing granular drains for groundwater containment applications. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-01102011-192840.

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

Council of Science Editors:

Bergerman M. Design of free flowing granular drains for groundwater containment applications. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-01102011-192840

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


University of Saskatchewan

3. Hendry, Michael. The geomechanical behaviour of peat foundations below rail-track structures.

Degree: 2011, University of Saskatchewan

 This thesis presents the results of research conducted to define the response of peat foundations underlying railway embankments to heavy axle loads. Three field sites… (more)

Subjects/Keywords: Peat; railroad; railway; geotechnical; laboratory; instrumentation

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APA (6th Edition):

Hendry, M. (2011). The geomechanical behaviour of peat foundations below rail-track structures. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-12-237

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):

Hendry, Michael. “The geomechanical behaviour of peat foundations below rail-track structures.” 2011. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/ETD-2011-12-237.

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

MLA Handbook (7th Edition):

Hendry, Michael. “The geomechanical behaviour of peat foundations below rail-track structures.” 2011. Web. 14 Dec 2019.

Vancouver:

Hendry M. The geomechanical behaviour of peat foundations below rail-track structures. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/ETD-2011-12-237.

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

Council of Science Editors:

Hendry M. The geomechanical behaviour of peat foundations below rail-track structures. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-12-237

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

4. Anochikwa, Collins Ifeanyichukwu. A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading.

Degree: 2010, University of Saskatchewan

 This thesis describes a numerical modelling methodology to interpret dynamic fluctuations in pore-pressures to isolate the effects of loading associated with changes in total soil… (more)

Subjects/Keywords: hydraulic conductivity; consolidation; elastic modulus; water balance; barometric correction of pore-pressure; pore-pressure transients

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APA (6th Edition):

Anochikwa, C. I. (2010). A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04122010-220038

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):

Anochikwa, Collins Ifeanyichukwu. “A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading.” 2010. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-04122010-220038.

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

MLA Handbook (7th Edition):

Anochikwa, Collins Ifeanyichukwu. “A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading.” 2010. Web. 14 Dec 2019.

Vancouver:

Anochikwa CI. A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading. [Internet] [Thesis]. University of Saskatchewan; 2010. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-04122010-220038.

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

Council of Science Editors:

Anochikwa CI. A coupled stress-flow numerical modelling methodology for identifying pore-pressure changes due to total soil moisture loading. [Thesis]. University of Saskatchewan; 2010. Available from: http://hdl.handle.net/10388/etd-04122010-220038

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

5. Shaw, Randall Joel. Hydrogeology of a thick clay-rich till and Cretaceous bedrock clay sequence in Saskatchewan, Canada.

Degree: 1997, University of Saskatchewan

 Aquitards composed of clay-rich glacial till and Cretaceous bedrock-clay are common throughout the Interior Plains of North America. Characterizing groundwater flow through these aquitards has… (more)

…transported at ambient ground conditions (- 4o C) to the University of Saskatchewan… …Laboratory testing was conducted at the University of Saskatchewan Geotechnical Engineering… 

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APA (6th Edition):

Shaw, R. J. (1997). Hydrogeology of a thick clay-rich till and Cretaceous bedrock clay sequence in Saskatchewan, Canada. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-07112012-134624

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):

Shaw, Randall Joel. “Hydrogeology of a thick clay-rich till and Cretaceous bedrock clay sequence in Saskatchewan, Canada.” 1997. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-07112012-134624.

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

MLA Handbook (7th Edition):

Shaw, Randall Joel. “Hydrogeology of a thick clay-rich till and Cretaceous bedrock clay sequence in Saskatchewan, Canada.” 1997. Web. 14 Dec 2019.

Vancouver:

Shaw RJ. Hydrogeology of a thick clay-rich till and Cretaceous bedrock clay sequence in Saskatchewan, Canada. [Internet] [Thesis]. University of Saskatchewan; 1997. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-07112012-134624.

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

Council of Science Editors:

Shaw RJ. Hydrogeology of a thick clay-rich till and Cretaceous bedrock clay sequence in Saskatchewan, Canada. [Thesis]. University of Saskatchewan; 1997. Available from: http://hdl.handle.net/10388/etd-07112012-134624

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

6. mukherjee, rahul. Consolidation and Arching Potential of Slurry Backfill.

Degree: 2012, University of Saskatchewan

 Soil-bentonite (SB) slurry walls are one of the most popular techniques for minimizing the horizontal migration of contaminants. Backfill arching, or “hang-up” of the backfilled… (more)

Subjects/Keywords: Arching; Soil-Bentonite; Consolidation; Hydraulic conductivity

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APA (6th Edition):

mukherjee, r. (2012). Consolidation and Arching Potential of Slurry Backfill. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-12-922

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):

mukherjee, rahul. “Consolidation and Arching Potential of Slurry Backfill.” 2012. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/ETD-2012-12-922.

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

MLA Handbook (7th Edition):

mukherjee, rahul. “Consolidation and Arching Potential of Slurry Backfill.” 2012. Web. 14 Dec 2019.

Vancouver:

mukherjee r. Consolidation and Arching Potential of Slurry Backfill. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/ETD-2012-12-922.

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

Council of Science Editors:

mukherjee r. Consolidation and Arching Potential of Slurry Backfill. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-12-922

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


University of Saskatchewan

7. Rowlett, Dwayne K. Development of a stand-pipe lysimeter for unsaturated waste rock.

Degree: 1999, University of Saskatchewan

 A concern of the mining industry is the release of contaminants from waste rock piles into the environment. The current method of monitoring waste rock… (more)

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APA (6th Edition):

Rowlett, D. K. (1999). Development of a stand-pipe lysimeter for unsaturated waste rock. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-11262008-130456

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):

Rowlett, Dwayne K. “Development of a stand-pipe lysimeter for unsaturated waste rock.” 1999. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-11262008-130456.

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

MLA Handbook (7th Edition):

Rowlett, Dwayne K. “Development of a stand-pipe lysimeter for unsaturated waste rock.” 1999. Web. 14 Dec 2019.

Vancouver:

Rowlett DK. Development of a stand-pipe lysimeter for unsaturated waste rock. [Internet] [Thesis]. University of Saskatchewan; 1999. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-11262008-130456.

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

Council of Science Editors:

Rowlett DK. Development of a stand-pipe lysimeter for unsaturated waste rock. [Thesis]. University of Saskatchewan; 1999. Available from: http://hdl.handle.net/10388/etd-11262008-130456

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


University of Saskatchewan

8. Lacher, Crystal. Moisture movement in highway pavement structures coupled with soil-atmospheric fluxes.

Degree: 2006, University of Saskatchewan

 The overall performance of a standard highway pavement structure depends on moisture characteristics of the underlying soil layers. Increase in the moisture content of the… (more)

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APA (6th Edition):

Lacher, C. (2006). Moisture movement in highway pavement structures coupled with soil-atmospheric fluxes. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06042009-085617

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):

Lacher, Crystal. “Moisture movement in highway pavement structures coupled with soil-atmospheric fluxes.” 2006. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-06042009-085617.

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

MLA Handbook (7th Edition):

Lacher, Crystal. “Moisture movement in highway pavement structures coupled with soil-atmospheric fluxes.” 2006. Web. 14 Dec 2019.

Vancouver:

Lacher C. Moisture movement in highway pavement structures coupled with soil-atmospheric fluxes. [Internet] [Thesis]. University of Saskatchewan; 2006. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-06042009-085617.

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

Council of Science Editors:

Lacher C. Moisture movement in highway pavement structures coupled with soil-atmospheric fluxes. [Thesis]. University of Saskatchewan; 2006. Available from: http://hdl.handle.net/10388/etd-06042009-085617

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


University of Saskatchewan

9. Fonstad, Terrance Alden. Transport and fate of nitrogen from earthen manure storage effluent seepage.

Degree: 2004, University of Saskatchewan

 The primary focus of this project was determination of the potential for nitrogen transport and mobility from earthen manure storage (EMS) facilities - the key… (more)

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APA (6th Edition):

Fonstad, T. A. (2004). Transport and fate of nitrogen from earthen manure storage effluent seepage. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-03312009-133107

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):

Fonstad, Terrance Alden. “Transport and fate of nitrogen from earthen manure storage effluent seepage.” 2004. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-03312009-133107.

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

MLA Handbook (7th Edition):

Fonstad, Terrance Alden. “Transport and fate of nitrogen from earthen manure storage effluent seepage.” 2004. Web. 14 Dec 2019.

Vancouver:

Fonstad TA. Transport and fate of nitrogen from earthen manure storage effluent seepage. [Internet] [Thesis]. University of Saskatchewan; 2004. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-03312009-133107.

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

Council of Science Editors:

Fonstad TA. Transport and fate of nitrogen from earthen manure storage effluent seepage. [Thesis]. University of Saskatchewan; 2004. Available from: http://hdl.handle.net/10388/etd-03312009-133107

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


University of Saskatchewan

10. Hendry, Michael Thomson. Train-induced dynamic response of railway track and embankments on soft peaty foundations.

Degree: 2007, University of Saskatchewan

 The mainline railway track between Dublin and Belfast in Northern Ireland was constructed during the 1850's. Substantial lengths of railway embankment were constructed over poor-quality… (more)

Subjects/Keywords: geotechnical; Northern Ireland; winkler; finite element modelling; railway; train; peat; embankment; FEM

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APA (6th Edition):

Hendry, M. T. (2007). Train-induced dynamic response of railway track and embankments on soft peaty foundations. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08082007-185050

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):

Hendry, Michael Thomson. “Train-induced dynamic response of railway track and embankments on soft peaty foundations.” 2007. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-08082007-185050.

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

MLA Handbook (7th Edition):

Hendry, Michael Thomson. “Train-induced dynamic response of railway track and embankments on soft peaty foundations.” 2007. Web. 14 Dec 2019.

Vancouver:

Hendry MT. Train-induced dynamic response of railway track and embankments on soft peaty foundations. [Internet] [Thesis]. University of Saskatchewan; 2007. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-08082007-185050.

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

Council of Science Editors:

Hendry MT. Train-induced dynamic response of railway track and embankments on soft peaty foundations. [Thesis]. University of Saskatchewan; 2007. Available from: http://hdl.handle.net/10388/etd-08082007-185050

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


University of Saskatchewan

11. Ruiz Castro, Ernesto Fidel. In-situ passive treatment of municipal solid waste (MSW) leachate using a modified drainage leachate collection system (LCS).

Degree: 2005, University of Saskatchewan

 This thesis describes a laboratory investigation of in-situ treatment of synthetic leachate representative of that generated by a municipal solid waste (MSW) landfill. The overall… (more)

Subjects/Keywords: nitrification; Bioremediation; leachate collection system; clogging; geotextile

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APA (6th Edition):

Ruiz Castro, E. F. (2005). In-situ passive treatment of municipal solid waste (MSW) leachate using a modified drainage leachate collection system (LCS). (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04162005-224231

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):

Ruiz Castro, Ernesto Fidel. “In-situ passive treatment of municipal solid waste (MSW) leachate using a modified drainage leachate collection system (LCS).” 2005. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-04162005-224231.

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

MLA Handbook (7th Edition):

Ruiz Castro, Ernesto Fidel. “In-situ passive treatment of municipal solid waste (MSW) leachate using a modified drainage leachate collection system (LCS).” 2005. Web. 14 Dec 2019.

Vancouver:

Ruiz Castro EF. In-situ passive treatment of municipal solid waste (MSW) leachate using a modified drainage leachate collection system (LCS). [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-04162005-224231.

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

Council of Science Editors:

Ruiz Castro EF. In-situ passive treatment of municipal solid waste (MSW) leachate using a modified drainage leachate collection system (LCS). [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-04162005-224231

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


University of Saskatchewan

12. Lee, Nan H. Evaluation of cover materials for a large scale test facility at Key Lake.

Degree: 1999, University of Saskatchewan

 Engineered soil cover systems have gained popularity in recent years as a preferred method of decommissioning and reclaiming waste management facilities. The main functions of… (more)

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APA (6th Edition):

Lee, N. H. (1999). Evaluation of cover materials for a large scale test facility at Key Lake. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12102009-080040

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):

Lee, Nan H. “Evaluation of cover materials for a large scale test facility at Key Lake.” 1999. Thesis, University of Saskatchewan. Accessed December 14, 2019. http://hdl.handle.net/10388/etd-12102009-080040.

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

MLA Handbook (7th Edition):

Lee, Nan H. “Evaluation of cover materials for a large scale test facility at Key Lake.” 1999. Web. 14 Dec 2019.

Vancouver:

Lee NH. Evaluation of cover materials for a large scale test facility at Key Lake. [Internet] [Thesis]. University of Saskatchewan; 1999. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10388/etd-12102009-080040.

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

Council of Science Editors:

Lee NH. Evaluation of cover materials for a large scale test facility at Key Lake. [Thesis]. University of Saskatchewan; 1999. Available from: http://hdl.handle.net/10388/etd-12102009-080040

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

.