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You searched for +publisher:"University of Saskatchewan" +contributor:("Barbour, S. L."). Showing records 1 – 10 of 10 total matches.

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1. Yang, Ning. The Impact of soil structure and confining stress on the permeability of clay soils in brine environments.

Degree: 1990, University of Saskatchewan

 In recent years, numerous studies have been done on the alteration of the permeability of clayey soils as a result of exposure to concentrated organic… (more)
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APA (6th Edition):

Yang, N. (1990). The Impact of soil structure and confining stress on the permeability of clay soils in brine environments. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06042012-114648

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):

Yang, Ning. “The Impact of soil structure and confining stress on the permeability of clay soils in brine environments.” 1990. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/etd-06042012-114648.

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

MLA Handbook (7th Edition):

Yang, Ning. “The Impact of soil structure and confining stress on the permeability of clay soils in brine environments.” 1990. Web. 21 Jan 2020.

Vancouver:

Yang N. The Impact of soil structure and confining stress on the permeability of clay soils in brine environments. [Internet] [Thesis]. University of Saskatchewan; 1990. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/etd-06042012-114648.

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

Council of Science Editors:

Yang N. The Impact of soil structure and confining stress on the permeability of clay soils in brine environments. [Thesis]. University of Saskatchewan; 1990. Available from: http://hdl.handle.net/10388/etd-06042012-114648

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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Bergerman M. Design of free flowing granular drains for groundwater containment applications. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Jan 21]. 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. Hermann, Kristian. Direct-push EC profiling to define brine-impacted groundwaters.

Degree: 2015, University of Saskatchewan

 Delineating the extent of brine contamination in shallow groundwater systems using piezometers is costly and does not provide adequate data resolution. Direct-push (D-P) electrical conductivity… (more)

Subjects/Keywords: electrical conductivity; direct-push; aquitard; groundwater; brine; chloride; modelling

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APA (6th Edition):

Hermann, K. (2015). Direct-push EC profiling to define brine-impacted groundwaters. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2015-06-2016

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):

Hermann, Kristian. “Direct-push EC profiling to define brine-impacted groundwaters.” 2015. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/ETD-2015-06-2016.

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

MLA Handbook (7th Edition):

Hermann, Kristian. “Direct-push EC profiling to define brine-impacted groundwaters.” 2015. Web. 21 Jan 2020.

Vancouver:

Hermann K. Direct-push EC profiling to define brine-impacted groundwaters. [Internet] [Thesis]. University of Saskatchewan; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/ETD-2015-06-2016.

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

Council of Science Editors:

Hermann K. Direct-push EC profiling to define brine-impacted groundwaters. [Thesis]. University of Saskatchewan; 2015. Available from: http://hdl.handle.net/10388/ETD-2015-06-2016

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


University of Saskatchewan

4. Athanasopoulos, Panagiota. Using stable isotopes to develop a regional hydrogeological model and characterize nitrate sources in groundwater.

Degree: 2009, University of Saskatchewan

 Semi-arid regions, like the Okanagan Basin of British Columbia, Canada, are often faced with the difficulty of managing limited groundwater and surface water resources while… (more)

Subjects/Keywords: Isotopes; Precipitation; Regional Hydrogeology; Nitrate; Groundwater; Semi-arid; Agricultural Drainage; Surface Water

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APA (6th Edition):

Athanasopoulos, P. (2009). Using stable isotopes to develop a regional hydrogeological model and characterize nitrate sources in groundwater. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08272009-114503

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):

Athanasopoulos, Panagiota. “Using stable isotopes to develop a regional hydrogeological model and characterize nitrate sources in groundwater.” 2009. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/etd-08272009-114503.

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

MLA Handbook (7th Edition):

Athanasopoulos, Panagiota. “Using stable isotopes to develop a regional hydrogeological model and characterize nitrate sources in groundwater.” 2009. Web. 21 Jan 2020.

Vancouver:

Athanasopoulos P. Using stable isotopes to develop a regional hydrogeological model and characterize nitrate sources in groundwater. [Internet] [Thesis]. University of Saskatchewan; 2009. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/etd-08272009-114503.

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

Council of Science Editors:

Athanasopoulos P. Using stable isotopes to develop a regional hydrogeological model and characterize nitrate sources in groundwater. [Thesis]. University of Saskatchewan; 2009. Available from: http://hdl.handle.net/10388/etd-08272009-114503

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

5. Huang, Shangyan. Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils.

Degree: 1994, University of Saskatchewan

 The primary objective of this dissertation is to study the coefficient of permeability function for unsaturated soils. The research program commenced with a literature review… (more)
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APA (6th Edition):

Huang, S. (1994). Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/6544

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):

Huang, Shangyan. “Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils.” 1994. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/6544.

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

MLA Handbook (7th Edition):

Huang, Shangyan. “Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils.” 1994. Web. 21 Jan 2020.

Vancouver:

Huang S. Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils. [Internet] [Thesis]. University of Saskatchewan; 1994. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/6544.

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

Council of Science Editors:

Huang S. Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils. [Thesis]. University of Saskatchewan; 1994. Available from: http://hdl.handle.net/10388/6544

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

6. Pauls, Gordon James. The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin.

Degree: 1995, University of Saskatchewan

 Slope instability in glaciolacustrine clays has been a problem since 1950 at two sites in the Carrot River valley. Movement at the Carrot River and… (more)
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APA (6th Edition):

Pauls, G. J. (1995). The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08272012-135813

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):

Pauls, Gordon James. “The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin.” 1995. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/etd-08272012-135813.

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

MLA Handbook (7th Edition):

Pauls, Gordon James. “The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin.” 1995. Web. 21 Jan 2020.

Vancouver:

Pauls GJ. The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin. [Internet] [Thesis]. University of Saskatchewan; 1995. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/etd-08272012-135813.

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

Council of Science Editors:

Pauls GJ. The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin. [Thesis]. University of Saskatchewan; 1995. Available from: http://hdl.handle.net/10388/etd-08272012-135813

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

7. Wong, Daniel Kam-hong. A study of brine flow through saturated-unsaturated potash tailings.

Degree: 1985, University of Saskatchewan

 The potash industry in Saskatchewan produces potash tailings as a waste material. These tailings are transported in a brine slurry to the tailings facility where… (more)
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APA (6th Edition):

Wong, D. K. (1985). A study of brine flow through saturated-unsaturated potash tailings. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-09192012-145652

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):

Wong, Daniel Kam-hong. “A study of brine flow through saturated-unsaturated potash tailings.” 1985. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/etd-09192012-145652.

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

MLA Handbook (7th Edition):

Wong, Daniel Kam-hong. “A study of brine flow through saturated-unsaturated potash tailings.” 1985. Web. 21 Jan 2020.

Vancouver:

Wong DK. A study of brine flow through saturated-unsaturated potash tailings. [Internet] [Thesis]. University of Saskatchewan; 1985. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/etd-09192012-145652.

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

Council of Science Editors:

Wong DK. A study of brine flow through saturated-unsaturated potash tailings. [Thesis]. University of Saskatchewan; 1985. Available from: http://hdl.handle.net/10388/etd-09192012-145652

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


University of Saskatchewan

8. Antunes, Paulo Jorge Marques. PRINCIPLES OF HIGHWAY SUB-SURFACE DRAINAGE SYSTEMS IN A MULTIPLE AQUIFER ENVIRONMENT.

Degree: 2001, University of Saskatchewan

 The construction of Provincial Highway No. 16 near the town of Borden, Saskatchewan involved the successful control of three aquifers intercepted by the highway grade.… (more)

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APA (6th Edition):

Antunes, P. J. M. (2001). PRINCIPLES OF HIGHWAY SUB-SURFACE DRAINAGE SYSTEMS IN A MULTIPLE AQUIFER ENVIRONMENT. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/9584

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):

Antunes, Paulo Jorge Marques. “PRINCIPLES OF HIGHWAY SUB-SURFACE DRAINAGE SYSTEMS IN A MULTIPLE AQUIFER ENVIRONMENT.” 2001. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/9584.

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

MLA Handbook (7th Edition):

Antunes, Paulo Jorge Marques. “PRINCIPLES OF HIGHWAY SUB-SURFACE DRAINAGE SYSTEMS IN A MULTIPLE AQUIFER ENVIRONMENT.” 2001. Web. 21 Jan 2020.

Vancouver:

Antunes PJM. PRINCIPLES OF HIGHWAY SUB-SURFACE DRAINAGE SYSTEMS IN A MULTIPLE AQUIFER ENVIRONMENT. [Internet] [Thesis]. University of Saskatchewan; 2001. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/9584.

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

Council of Science Editors:

Antunes PJM. PRINCIPLES OF HIGHWAY SUB-SURFACE DRAINAGE SYSTEMS IN A MULTIPLE AQUIFER ENVIRONMENT. [Thesis]. University of Saskatchewan; 2001. Available from: http://hdl.handle.net/10388/9584

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

9. Ebrahimi-Birang, Nader. The hydraulic behaviour of sand and silt soils around the residual-state condition.

Degree: 2012, University of Saskatchewan

 Geotechnical and geo-environmental engineering problems may require the computation of near-ground-surface water balances. Evaluation of the unsaturated coefficient of permeability function is often necessary in… (more)

Subjects/Keywords: Unsaturated coefficient of permeability; unsaturated hydraulic conductivity; residual-state condition; soil-water characteristic curve; water retention curve; permeability function

…105 4.5.1.1 University of Saskatchewan Pressure Plate Cell (U of S Pressure Plate Cell… 

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APA (6th Edition):

Ebrahimi-Birang, N. (2012). The hydraulic behaviour of sand and silt soils around the residual-state condition. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-09-780

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):

Ebrahimi-Birang, Nader. “The hydraulic behaviour of sand and silt soils around the residual-state condition.” 2012. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/ETD-2012-09-780.

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

MLA Handbook (7th Edition):

Ebrahimi-Birang, Nader. “The hydraulic behaviour of sand and silt soils around the residual-state condition.” 2012. Web. 21 Jan 2020.

Vancouver:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/ETD-2012-09-780.

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

Council of Science Editors:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-09-780

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

10. Salewich, Chad. Real-time monitoring of a multiple retrogressive landslide.

Degree: 2012, University of Saskatchewan

 In this thesis the data collected from the field monitoring of slope inclinometers, in place inclinometers (IPIs) and vibrating wire piezometers (VWPs) installed in a… (more)

Subjects/Keywords: landslide; multiple retrogressive landslide; real-time monitoring; slope stability; landslide monitoring; landslide instrumentation; slope inclinometer; in-place incinometer

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APA (6th Edition):

Salewich, C. (2012). Real-time monitoring of a multiple retrogressive landslide. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-04-467

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):

Salewich, Chad. “Real-time monitoring of a multiple retrogressive landslide.” 2012. Thesis, University of Saskatchewan. Accessed January 21, 2020. http://hdl.handle.net/10388/ETD-2012-04-467.

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

MLA Handbook (7th Edition):

Salewich, Chad. “Real-time monitoring of a multiple retrogressive landslide.” 2012. Web. 21 Jan 2020.

Vancouver:

Salewich C. Real-time monitoring of a multiple retrogressive landslide. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10388/ETD-2012-04-467.

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

Council of Science Editors:

Salewich C. Real-time monitoring of a multiple retrogressive landslide. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-04-467

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

.