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You searched for +publisher:"University of Saskatchewan" +contributor:("Sparling, Bruce F."). Showing records 1 – 27 of 27 total matches.

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University of Saskatchewan

1. Hassan, N. (Nazmul). Splice tests of plain steel bars in concrete.

Degree: 2011, University of Saskatchewan

 Fifteen splice specimens reinforced with plain steel bars, including three specimens instrumented with both steel and concrete strain gauges, were tested under monotonically applied four-point… (more)

Subjects/Keywords: plain reinforcement; bond; shear (beams); lap splice; slip; stress

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APA (6th Edition):

Hassan, N. (. (2011). Splice tests of plain steel bars in concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-02172011-220813

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):

Hassan, N (Nazmul). “Splice tests of plain steel bars in concrete.” 2011. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-02172011-220813.

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

MLA Handbook (7th Edition):

Hassan, N (Nazmul). “Splice tests of plain steel bars in concrete.” 2011. Web. 02 Apr 2020.

Vancouver:

Hassan N(. Splice tests of plain steel bars in concrete. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-02172011-220813.

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

Council of Science Editors:

Hassan N(. Splice tests of plain steel bars in concrete. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-02172011-220813

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


University of Saskatchewan

2. McDonald, Matthew Peter. Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography.

Degree: 2016, University of Saskatchewan

 Distal radius fractures are the most common form of osteoporotic fracture in women and play an important role in predicting other osteoporotic fractures. Colles’ fracture,… (more)

Subjects/Keywords: Bone; Radius; Fracture; pQCT; Colles'

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APA (6th Edition):

McDonald, M. P. (2016). Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/7712

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):

McDonald, Matthew Peter. “Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography.” 2016. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/7712.

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

MLA Handbook (7th Edition):

McDonald, Matthew Peter. “Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography.” 2016. Web. 02 Apr 2020.

Vancouver:

McDonald MP. Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography. [Internet] [Thesis]. University of Saskatchewan; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/7712.

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

Council of Science Editors:

McDonald MP. Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography. [Thesis]. University of Saskatchewan; 2016. Available from: http://hdl.handle.net/10388/7712

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

3. Miranda Orellana, Henry Paul 1974-. Out-of-plane behaviour of concrete block walls with unbonded reinforcement.

Degree: 2019, University of Saskatchewan

 The use of grout in conventional reinforced masonry construction increases the cost and time of construction but, when used in combination with reinforcing steel, allows… (more)

Subjects/Keywords: unbonded; arching

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APA (6th Edition):

Miranda Orellana, H. P. 1. (2019). Out-of-plane behaviour of concrete block walls with unbonded reinforcement. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11981

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):

Miranda Orellana, Henry Paul 1974-. “Out-of-plane behaviour of concrete block walls with unbonded reinforcement.” 2019. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/11981.

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

MLA Handbook (7th Edition):

Miranda Orellana, Henry Paul 1974-. “Out-of-plane behaviour of concrete block walls with unbonded reinforcement.” 2019. Web. 02 Apr 2020.

Vancouver:

Miranda Orellana HP1. Out-of-plane behaviour of concrete block walls with unbonded reinforcement. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/11981.

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

Council of Science Editors:

Miranda Orellana HP1. Out-of-plane behaviour of concrete block walls with unbonded reinforcement. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/11981

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


University of Saskatchewan

4. Hassanzadeh, Elmira 1986-. Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans.

Degree: 2016, University of Saskatchewan

 Conventional water resource management has been based on the assumption of stationarity in the characteristics of the water resource systems. However, the validity of this… (more)

Subjects/Keywords: Integrated water resource modeling and management; Uncertain water availability and demand conditions; Alternative policy options; System vulnerability assessment; Risk-based analysis; Decision-making under uncertainty

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APA (6th Edition):

Hassanzadeh, E. 1. (2016). Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12146

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):

Hassanzadeh, Elmira 1986-. “Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans.” 2016. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/12146.

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

MLA Handbook (7th Edition):

Hassanzadeh, Elmira 1986-. “Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans.” 2016. Web. 02 Apr 2020.

Vancouver:

Hassanzadeh E1. Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans. [Internet] [Thesis]. University of Saskatchewan; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/12146.

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

Council of Science Editors:

Hassanzadeh E1. Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans. [Thesis]. University of Saskatchewan; 2016. Available from: http://hdl.handle.net/10388/12146

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


University of Saskatchewan

5. Wang, Yufeng. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.

Degree: 2011, University of Saskatchewan

 Vibration-based damage detection (VBDD) techniques have been proposed as a potential form of structural health monitoring with which an entire structure can be evaluated simultaneously… (more)

Subjects/Keywords: Steel-free bridge deck; Multi-girder bridge superstructure; Vibration testing; Structural health monitoring; Vibration-based damage detection

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APA (6th Edition):

Wang, Y. (2011). VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-09-192

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):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/ETD-2011-09-192.

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

MLA Handbook (7th Edition):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Web. 02 Apr 2020.

Vancouver:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/ETD-2011-09-192.

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

Council of Science Editors:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-09-192

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

6. Sanchez Contreras, Denise. The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens.

Degree: 2014, University of Saskatchewan

 The tensile resistance of No. 15 lap spliced reinforcing bars with varying transverse spacing and lap splice length was evaluated in full-scale concrete block wall… (more)

Subjects/Keywords: Concrete block masonry; Double pullout specimens, Wall splice specimens; Lap splices; Transverse bar spacing; Non-contact lap splices; Bond and development

…masonry construction. Recent research performed at the University of Saskatchewan included an… …previous research performed at the University of Saskatchewan (Ahmed and Feldman, 2012)… 

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APA (6th Edition):

Sanchez Contreras, D. (2014). The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1529

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):

Sanchez Contreras, Denise. “The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens.” 2014. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/ETD-2014-04-1529.

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

MLA Handbook (7th Edition):

Sanchez Contreras, Denise. “The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens.” 2014. Web. 02 Apr 2020.

Vancouver:

Sanchez Contreras D. The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1529.

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

Council of Science Editors:

Sanchez Contreras D. The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1529

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

7. Udey, Alexander. Realistic Wind Loads on Unreinforced Masonry Walls.

Degree: 2014, University of Saskatchewan

 Twenty full-scale unreinforced masonry walls were constructed and tested to failure in the Structures Laboratory at the University of Saskatchewan. The focus of the testing… (more)

Subjects/Keywords: Unreinforced masonry; Realistic Wind

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APA (6th Edition):

Udey, A. (2014). Realistic Wind Loads on Unreinforced Masonry Walls. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-08-1668

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):

Udey, Alexander. “Realistic Wind Loads on Unreinforced Masonry Walls.” 2014. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/ETD-2014-08-1668.

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

MLA Handbook (7th Edition):

Udey, Alexander. “Realistic Wind Loads on Unreinforced Masonry Walls.” 2014. Web. 02 Apr 2020.

Vancouver:

Udey A. Realistic Wind Loads on Unreinforced Masonry Walls. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/ETD-2014-08-1668.

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

Council of Science Editors:

Udey A. Realistic Wind Loads on Unreinforced Masonry Walls. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-08-1668

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

8. Aire, Charles. Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies.

Degree: 2014, University of Saskatchewan

 It is critical for the construction industry to ensure that new building designs and materials, including wall and floor assemblies, provide an acceptable level of… (more)

Subjects/Keywords: Numerical Heat Transfer; Fire Testing; Cone Calorimeter; Fire Resistance; Fire Safety; Heat Transfer

…Research at the University of Saskatchewan 24 1.7 OBJECTIVES AND MAJOR TASKS 26 1.8 OUTLINE… 

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APA (6th Edition):

Aire, C. (2014). Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1471

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):

Aire, Charles. “Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies.” 2014. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/ETD-2014-04-1471.

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

MLA Handbook (7th Edition):

Aire, Charles. “Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies.” 2014. Web. 02 Apr 2020.

Vancouver:

Aire C. Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1471.

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

Council of Science Editors:

Aire C. Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1471

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

9. Beauregard, Cameron. Vibration-Based Damage Detection For Timber Bridges.

Degree: 2012, University of Saskatchewan

 Vibration-based damage detection (VBDD) methods are global response-based methods that have the potential to provide valuable insight into the health of a structure. Dynamic characteristics… (more)

Subjects/Keywords: timber bridge; vibration-based damage detection; VBDD; substructure softening; timber piles; Saskatchewan

…12 2.3.3. VBDD Research at the University of Saskatchewan… 

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APA (6th Edition):

Beauregard, C. (2012). Vibration-Based Damage Detection For Timber Bridges. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-08-584

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):

Beauregard, Cameron. “Vibration-Based Damage Detection For Timber Bridges.” 2012. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/ETD-2012-08-584.

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

MLA Handbook (7th Edition):

Beauregard, Cameron. “Vibration-Based Damage Detection For Timber Bridges.” 2012. Web. 02 Apr 2020.

Vancouver:

Beauregard C. Vibration-Based Damage Detection For Timber Bridges. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/ETD-2012-08-584.

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

Council of Science Editors:

Beauregard C. Vibration-Based Damage Detection For Timber Bridges. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-08-584

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


University of Saskatchewan

10. Jin, Yan. Use of a high resolution photographic technique for studying coagulation/flocculation in water treatment.

Degree: 2005, University of Saskatchewan

 The coagulation/flocculation process is an important part of surface water treatment. It has direct impact on the reliability of plant operations and final water qualities… (more)

Subjects/Keywords: photographic technique; coagulation; floc growth rate; floc size change; flocculation; flocculation kinetic

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APA (6th Edition):

Jin, Y. (2005). Use of a high resolution photographic technique for studying coagulation/flocculation in water treatment. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06042005-213443

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):

Jin, Yan. “Use of a high resolution photographic technique for studying coagulation/flocculation in water treatment.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-06042005-213443.

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

MLA Handbook (7th Edition):

Jin, Yan. “Use of a high resolution photographic technique for studying coagulation/flocculation in water treatment.” 2005. Web. 02 Apr 2020.

Vancouver:

Jin Y. Use of a high resolution photographic technique for studying coagulation/flocculation in water treatment. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-06042005-213443.

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

Council of Science Editors:

Jin Y. Use of a high resolution photographic technique for studying coagulation/flocculation in water treatment. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-06042005-213443

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

11. Saha, Ouafi 1971-. Cold weather admixture systems for cement-based materials applied to masonry mortar binder.

Degree: 2019, University of Saskatchewan

 Masonry construction in cold weather is a challenge due to the slow or non-existent hydration reaction of the cementitious material at low and subfreezing temperatures.… (more)

Subjects/Keywords: Masonry mortar; Antifreeze admixtures; Freezing point depression; Cold weather protection; Cement hydration; Cementitious materials characterization; Tracking water content; Time domain reflectometry

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APA (6th Edition):

Saha, O. 1. (2019). Cold weather admixture systems for cement-based materials applied to masonry mortar binder. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12384

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):

Saha, Ouafi 1971-. “Cold weather admixture systems for cement-based materials applied to masonry mortar binder.” 2019. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/12384.

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

MLA Handbook (7th Edition):

Saha, Ouafi 1971-. “Cold weather admixture systems for cement-based materials applied to masonry mortar binder.” 2019. Web. 02 Apr 2020.

Vancouver:

Saha O1. Cold weather admixture systems for cement-based materials applied to masonry mortar binder. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/12384.

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

Council of Science Editors:

Saha O1. Cold weather admixture systems for cement-based materials applied to masonry mortar binder. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/12384

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

12. Singh, Manoj Kumar. Characterization of stress-deformation behaviour of municipal solid waste.

Degree: 2008, University of Saskatchewan

 Several catastrophic failures have occurred during the past two decades, both in engineered as well as non-engineered landfills. In addition, there are numerous instances of… (more)

Subjects/Keywords: Landfill; Stability; Characterization; Non-linear behaviour; Design Chart; Deformation; MSW

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APA (6th Edition):

Singh, M. K. (2008). Characterization of stress-deformation behaviour of municipal solid waste. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08052008-120327

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):

Singh, Manoj Kumar. “Characterization of stress-deformation behaviour of municipal solid waste.” 2008. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-08052008-120327.

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

MLA Handbook (7th Edition):

Singh, Manoj Kumar. “Characterization of stress-deformation behaviour of municipal solid waste.” 2008. Web. 02 Apr 2020.

Vancouver:

Singh MK. Characterization of stress-deformation behaviour of municipal solid waste. [Internet] [Thesis]. University of Saskatchewan; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-08052008-120327.

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

Council of Science Editors:

Singh MK. Characterization of stress-deformation behaviour of municipal solid waste. [Thesis]. University of Saskatchewan; 2008. Available from: http://hdl.handle.net/10388/etd-08052008-120327

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


University of Saskatchewan

13. Vakil, Mohammad. Dynamics and control of flexible manipulators.

Degree: 2008, University of Saskatchewan

 Flexible link manipulators (FLM) are well-known for their light mass and small energy consumption compared to rigid link manipulators (RLM). These advantages of FLM are… (more)

Subjects/Keywords: flexible link manipulator; end-effector trajectory tracking

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APA (6th Edition):

Vakil, M. (2008). Dynamics and control of flexible manipulators. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-07142008-103752

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):

Vakil, Mohammad. “Dynamics and control of flexible manipulators.” 2008. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-07142008-103752.

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

MLA Handbook (7th Edition):

Vakil, Mohammad. “Dynamics and control of flexible manipulators.” 2008. Web. 02 Apr 2020.

Vancouver:

Vakil M. Dynamics and control of flexible manipulators. [Internet] [Thesis]. University of Saskatchewan; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-07142008-103752.

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

Council of Science Editors:

Vakil M. Dynamics and control of flexible manipulators. [Thesis]. University of Saskatchewan; 2008. Available from: http://hdl.handle.net/10388/etd-07142008-103752

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


University of Saskatchewan

14. Zhou, Zhengjie. Vibration-based damage detection of simple bridge superstructures.

Degree: 2006, University of Saskatchewan

 This thesis addresses the experimental and numerical study of vibration-based damage detection (VBDD) techniques in structural health monitoring (SHM) of bridge superstructures. The primary goal… (more)

Subjects/Keywords: multiple damage detection; modal assurance criteria; prestressed concrete girder; steel-free bridge deck; random vibration; signal processing

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APA (6th Edition):

Zhou, Z. (2006). Vibration-based damage detection of simple bridge superstructures. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12192006-155541

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):

Zhou, Zhengjie. “Vibration-based damage detection of simple bridge superstructures.” 2006. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-12192006-155541.

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

MLA Handbook (7th Edition):

Zhou, Zhengjie. “Vibration-based damage detection of simple bridge superstructures.” 2006. Web. 02 Apr 2020.

Vancouver:

Zhou Z. Vibration-based damage detection of simple bridge superstructures. [Internet] [Thesis]. University of Saskatchewan; 2006. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-12192006-155541.

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

Council of Science Editors:

Zhou Z. Vibration-based damage detection of simple bridge superstructures. [Thesis]. University of Saskatchewan; 2006. Available from: http://hdl.handle.net/10388/etd-12192006-155541

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


University of Saskatchewan

15. Del Frari, Gregory Albert. The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites.

Degree: 2005, University of Saskatchewan

 The microstructure-property relationship for interpenetrating phase composites (IPCs) is currently poorly understood. In an attempt to improve this understanding this study focused on one particular… (more)

Subjects/Keywords: continuity; contiguity; behaviour; mechanical; finite element method; co-continuous; interpenetrating phase composites; microstructural; shape; elastic; plastic

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APA (6th Edition):

Del Frari, G. A. (2005). The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-03232005-182730

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):

Del Frari, Gregory Albert. “The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-03232005-182730.

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

MLA Handbook (7th Edition):

Del Frari, Gregory Albert. “The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites.” 2005. Web. 02 Apr 2020.

Vancouver:

Del Frari GA. The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-03232005-182730.

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

Council of Science Editors:

Del Frari GA. The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-03232005-182730

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


University of Saskatchewan

16. Chen, Ying. Plastic shrinkage properties of baler twine fibre reinforced concrete.

Degree: 2008, University of Saskatchewan

 The large amount of used polypropylene baler twine generated from the agricultural community may provide a low-cost, environmentally friendly source of fibre reinforcement that can… (more)

Subjects/Keywords: Fibre reinforced concrete; Plastic shrinkage; Baler twine fibre

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APA (6th Edition):

Chen, Y. (2008). Plastic shrinkage properties of baler twine fibre reinforced concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-05252008-161925

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):

Chen, Ying. “Plastic shrinkage properties of baler twine fibre reinforced concrete.” 2008. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-05252008-161925.

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

MLA Handbook (7th Edition):

Chen, Ying. “Plastic shrinkage properties of baler twine fibre reinforced concrete.” 2008. Web. 02 Apr 2020.

Vancouver:

Chen Y. Plastic shrinkage properties of baler twine fibre reinforced concrete. [Internet] [Thesis]. University of Saskatchewan; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-05252008-161925.

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

Council of Science Editors:

Chen Y. Plastic shrinkage properties of baler twine fibre reinforced concrete. [Thesis]. University of Saskatchewan; 2008. Available from: http://hdl.handle.net/10388/etd-05252008-161925

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


University of Saskatchewan

17. 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


University of Saskatchewan

18. Pashan, Amit. Behaviour of channel shear connectors : push-out tests.

Degree: 2006, University of Saskatchewan

 This thesis summarizes the results of an experimental investigation involving the testing of push-out specimens with channel shear connectors. The test program involved the testing… (more)

Subjects/Keywords: Composite Beams; Channel; Shear Connectors; Composite Floor System

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APA (6th Edition):

Pashan, A. (2006). Behaviour of channel shear connectors : push-out tests. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-03312006-112344

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):

Pashan, Amit. “Behaviour of channel shear connectors : push-out tests.” 2006. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-03312006-112344.

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

MLA Handbook (7th Edition):

Pashan, Amit. “Behaviour of channel shear connectors : push-out tests.” 2006. Web. 02 Apr 2020.

Vancouver:

Pashan A. Behaviour of channel shear connectors : push-out tests. [Internet] [Thesis]. University of Saskatchewan; 2006. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-03312006-112344.

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

Council of Science Editors:

Pashan A. Behaviour of channel shear connectors : push-out tests. [Thesis]. University of Saskatchewan; 2006. Available from: http://hdl.handle.net/10388/etd-03312006-112344

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


University of Saskatchewan

19. Zhu, Ningli. Wind tunnel test for guyed mast dynamic characteristics under wind loads.

Degree: 2007, University of Saskatchewan

 An experimental wind tunnel study on the dynamic response of a 300 m tall guyed telecommunication mast under various wind loads was undertaken at the… (more)

Subjects/Keywords: Dynamic response; Modeling; Wind tunnel testing; Guyed mast

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APA (6th Edition):

Zhu, N. (2007). Wind tunnel test for guyed mast dynamic characteristics under wind loads. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-11302007-161327

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):

Zhu, Ningli. “Wind tunnel test for guyed mast dynamic characteristics under wind loads.” 2007. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-11302007-161327.

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

MLA Handbook (7th Edition):

Zhu, Ningli. “Wind tunnel test for guyed mast dynamic characteristics under wind loads.” 2007. Web. 02 Apr 2020.

Vancouver:

Zhu N. Wind tunnel test for guyed mast dynamic characteristics under wind loads. [Internet] [Thesis]. University of Saskatchewan; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-11302007-161327.

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

Council of Science Editors:

Zhu N. Wind tunnel test for guyed mast dynamic characteristics under wind loads. [Thesis]. University of Saskatchewan; 2007. Available from: http://hdl.handle.net/10388/etd-11302007-161327

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


University of Saskatchewan

20. Anthony, Anna Maria. Effects of manufactured fine aggregate on physical and mechanistic properties of Saskatchewan asphalt concrete mixes.

Degree: 2007, University of Saskatchewan

Saskatchewan Highways and Transportation (SDHT) rely on dense-graded hot mix asphalt concrete mixes for construction and rehabilitation of asphalt pavement surfaced highways. As a result… (more)

Subjects/Keywords: RaTT Cell; triaxial frequency sweep; dynamic modulus; mechanistic testing

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APA (6th Edition):

Anthony, A. M. (2007). Effects of manufactured fine aggregate on physical and mechanistic properties of Saskatchewan asphalt concrete mixes. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04132007-162335

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):

Anthony, Anna Maria. “Effects of manufactured fine aggregate on physical and mechanistic properties of Saskatchewan asphalt concrete mixes.” 2007. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-04132007-162335.

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

MLA Handbook (7th Edition):

Anthony, Anna Maria. “Effects of manufactured fine aggregate on physical and mechanistic properties of Saskatchewan asphalt concrete mixes.” 2007. Web. 02 Apr 2020.

Vancouver:

Anthony AM. Effects of manufactured fine aggregate on physical and mechanistic properties of Saskatchewan asphalt concrete mixes. [Internet] [Thesis]. University of Saskatchewan; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-04132007-162335.

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

Council of Science Editors:

Anthony AM. Effects of manufactured fine aggregate on physical and mechanistic properties of Saskatchewan asphalt concrete mixes. [Thesis]. University of Saskatchewan; 2007. Available from: http://hdl.handle.net/10388/etd-04132007-162335

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


University of Saskatchewan

21. Shahidi, Fazlollah. Bond degradation between FRP bars and concrete under sustained loads.

Degree: 2003, University of Saskatchewan

 In recent times, fibre reinforced polymer (FRP) bars have been used as a replacement for conventional steel reinforcing bars in reinforced concrete members where the… (more)

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APA (6th Edition):

Shahidi, F. (2003). Bond degradation between FRP bars and concrete under sustained loads. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12112008-120336

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):

Shahidi, Fazlollah. “Bond degradation between FRP bars and concrete under sustained loads.” 2003. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-12112008-120336.

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

MLA Handbook (7th Edition):

Shahidi, Fazlollah. “Bond degradation between FRP bars and concrete under sustained loads.” 2003. Web. 02 Apr 2020.

Vancouver:

Shahidi F. Bond degradation between FRP bars and concrete under sustained loads. [Internet] [Thesis]. University of Saskatchewan; 2003. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-12112008-120336.

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

Council of Science Editors:

Shahidi F. Bond degradation between FRP bars and concrete under sustained loads. [Thesis]. University of Saskatchewan; 2003. Available from: http://hdl.handle.net/10388/etd-12112008-120336

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


University of Saskatchewan

22. Lazic, Zvjezdan. Innovation decision making framework.

Degree: 2007, University of Saskatchewan

 This thesis accomplishes two major goals: 1. it establishes an innovation decision making framework suitable for the public service sector; and 2. it provides in-depth… (more)

Subjects/Keywords: risk; innovation elements; innovation diffusion; innovation development; creativity; strategic level innovation framework; innovation phases

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APA (6th Edition):

Lazic, Z. (2007). Innovation decision making framework. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08292007-131851

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):

Lazic, Zvjezdan. “Innovation decision making framework.” 2007. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-08292007-131851.

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

MLA Handbook (7th Edition):

Lazic, Zvjezdan. “Innovation decision making framework.” 2007. Web. 02 Apr 2020.

Vancouver:

Lazic Z. Innovation decision making framework. [Internet] [Thesis]. University of Saskatchewan; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-08292007-131851.

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

Council of Science Editors:

Lazic Z. Innovation decision making framework. [Thesis]. University of Saskatchewan; 2007. Available from: http://hdl.handle.net/10388/etd-08292007-131851

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


University of Saskatchewan

23. Paturova, Anna. The influence of vertical reinforcement and lateral confinement on the axial capacity of masonry block walls.

Degree: 2006, University of Saskatchewan

 Concrete masonry is a multi-component structural system. In the case of reinforced concrete masonry, the system includes the concrete units, the mortar, the reinforcing steel… (more)

Subjects/Keywords: axial capacity; vertical reinforcement; lateral confinement; partially grouted; concrete masonry; running bond

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APA (6th Edition):

Paturova, A. (2006). The influence of vertical reinforcement and lateral confinement on the axial capacity of masonry block walls. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-03272006-184740

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):

Paturova, Anna. “The influence of vertical reinforcement and lateral confinement on the axial capacity of masonry block walls.” 2006. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-03272006-184740.

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

MLA Handbook (7th Edition):

Paturova, Anna. “The influence of vertical reinforcement and lateral confinement on the axial capacity of masonry block walls.” 2006. Web. 02 Apr 2020.

Vancouver:

Paturova A. The influence of vertical reinforcement and lateral confinement on the axial capacity of masonry block walls. [Internet] [Thesis]. University of Saskatchewan; 2006. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-03272006-184740.

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

Council of Science Editors:

Paturova A. The influence of vertical reinforcement and lateral confinement on the axial capacity of masonry block walls. [Thesis]. University of Saskatchewan; 2006. Available from: http://hdl.handle.net/10388/etd-03272006-184740

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


University of Saskatchewan

24. Baumgartner, Erin D. Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design.

Degree: 2005, University of Saskatchewan

 Asphalt concrete mix design methods, such as the Marshall method, have historically been based on physical and phenomenological material testing empirically correlated to observed field… (more)

Subjects/Keywords: asphalt concrete; rapid triaxial test; mechanistic

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APA (6th Edition):

Baumgartner, E. D. (2005). Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-09142005-120957

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):

Baumgartner, Erin D. “Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-09142005-120957.

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

MLA Handbook (7th Edition):

Baumgartner, Erin D. “Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design.” 2005. Web. 02 Apr 2020.

Vancouver:

Baumgartner ED. Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-09142005-120957.

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

Council of Science Editors:

Baumgartner ED. Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-09142005-120957

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


University of Saskatchewan

25. Panesar, Harpreet Singh. Serviceability-based design approach for reinforced embankments on soft clay.

Degree: 2005, University of Saskatchewan

 The mechanism of soil-reinforcement interaction for a reinforced embankment on soft clay has been explored by conducting a parametric study using a coupled non-linear elastoplastic… (more)

Subjects/Keywords: Soil-Reinforcement Interaction; Finite Element Modelling; Soft Clay; Reinforced Embankment

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APA (6th Edition):

Panesar, H. S. (2005). Serviceability-based design approach for reinforced embankments on soft clay. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06132005-182730

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):

Panesar, Harpreet Singh. “Serviceability-based design approach for reinforced embankments on soft clay.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-06132005-182730.

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

MLA Handbook (7th Edition):

Panesar, Harpreet Singh. “Serviceability-based design approach for reinforced embankments on soft clay.” 2005. Web. 02 Apr 2020.

Vancouver:

Panesar HS. Serviceability-based design approach for reinforced embankments on soft clay. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-06132005-182730.

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

Council of Science Editors:

Panesar HS. Serviceability-based design approach for reinforced embankments on soft clay. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-06132005-182730

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


University of Saskatchewan

26. Jackson, Kristopher. Reliability-based load management of the Red Deer River bridge.

Degree: 2007, University of Saskatchewan

 This thesis presents the results of an investigation into the evaluation of a selected test bridge using instrumentation to obtain site-specific factors contributing to the… (more)

Subjects/Keywords: structural reliability; bridge; dynamic load allowance; impact factor; load distribution

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APA (6th Edition):

Jackson, K. (2007). Reliability-based load management of the Red Deer River bridge. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-10022007-104048

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):

Jackson, Kristopher. “Reliability-based load management of the Red Deer River bridge.” 2007. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-10022007-104048.

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

MLA Handbook (7th Edition):

Jackson, Kristopher. “Reliability-based load management of the Red Deer River bridge.” 2007. Web. 02 Apr 2020.

Vancouver:

Jackson K. Reliability-based load management of the Red Deer River bridge. [Internet] [Thesis]. University of Saskatchewan; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-10022007-104048.

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

Council of Science Editors:

Jackson K. Reliability-based load management of the Red Deer River bridge. [Thesis]. University of Saskatchewan; 2007. Available from: http://hdl.handle.net/10388/etd-10022007-104048

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


University of Saskatchewan

27. Siddique, Abu Bakkar. Structural health monitoring of Attridge Drive overpass.

Degree: 2008, University of Saskatchewan

 Vibration-based damage detection (VBDD) comprises a family of non-destructive testing methods in which changes to dynamic characteristics are used to track the condition of a… (more)

Subjects/Keywords: field testing; numerical modelling; integral abutment bridge; structural health monitoring; vibration-based damage detection

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APA (6th Edition):

Siddique, A. B. (2008). Structural health monitoring of Attridge Drive overpass. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08312008-135832

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):

Siddique, Abu Bakkar. “Structural health monitoring of Attridge Drive overpass.” 2008. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-08312008-135832.

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

MLA Handbook (7th Edition):

Siddique, Abu Bakkar. “Structural health monitoring of Attridge Drive overpass.” 2008. Web. 02 Apr 2020.

Vancouver:

Siddique AB. Structural health monitoring of Attridge Drive overpass. [Internet] [Thesis]. University of Saskatchewan; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-08312008-135832.

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

Council of Science Editors:

Siddique AB. Structural health monitoring of Attridge Drive overpass. [Thesis]. University of Saskatchewan; 2008. Available from: http://hdl.handle.net/10388/etd-08312008-135832

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

.