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You searched for subject:(Engineering Civil 0543 ). Showing records 1 – 30 of 241578 total matches.

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University of Toronto

1. Zhang, Yimin. Life Cycle Environmental and Cost Evaluation of Bioenergy Systems.

Degree: 2010, University of Toronto

Energy derived from biomass has been proposed as a means to attain various environmental, economic and social goals. However, bioenergy production and utilization may also… (more)

Subjects/Keywords: Civil Engineering; 0543

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APA (6th Edition):

Zhang, Y. (2010). Life Cycle Environmental and Cost Evaluation of Bioenergy Systems. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/24921

Chicago Manual of Style (16th Edition):

Zhang, Yimin. “Life Cycle Environmental and Cost Evaluation of Bioenergy Systems.” 2010. Doctoral Dissertation, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/24921.

MLA Handbook (7th Edition):

Zhang, Yimin. “Life Cycle Environmental and Cost Evaluation of Bioenergy Systems.” 2010. Web. 25 Sep 2020.

Vancouver:

Zhang Y. Life Cycle Environmental and Cost Evaluation of Bioenergy Systems. [Internet] [Doctoral dissertation]. University of Toronto; 2010. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/24921.

Council of Science Editors:

Zhang Y. Life Cycle Environmental and Cost Evaluation of Bioenergy Systems. [Doctoral Dissertation]. University of Toronto; 2010. Available from: http://hdl.handle.net/1807/24921


University of Toronto

2. Crookes, Adam. Performance of Hydromedia Pervious Concrete Pavement Subjected to Urban Traffic Loads in Ontario.

Degree: 2015, University of Toronto

Flooding and poor surface water quality are common in dense urban areas, and the challenge of managing stormwater requires a new approach. This study evaluates… (more)

Subjects/Keywords: Civil engineering; Low impact development; Permeable pavement; Stormwater; 0543

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APA (6th Edition):

Crookes, A. (2015). Performance of Hydromedia Pervious Concrete Pavement Subjected to Urban Traffic Loads in Ontario. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/69609

Chicago Manual of Style (16th Edition):

Crookes, Adam. “Performance of Hydromedia Pervious Concrete Pavement Subjected to Urban Traffic Loads in Ontario.” 2015. Masters Thesis, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/69609.

MLA Handbook (7th Edition):

Crookes, Adam. “Performance of Hydromedia Pervious Concrete Pavement Subjected to Urban Traffic Loads in Ontario.” 2015. Web. 25 Sep 2020.

Vancouver:

Crookes A. Performance of Hydromedia Pervious Concrete Pavement Subjected to Urban Traffic Loads in Ontario. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/69609.

Council of Science Editors:

Crookes A. Performance of Hydromedia Pervious Concrete Pavement Subjected to Urban Traffic Loads in Ontario. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/69609


University of Toronto

3. Akbari, Saidal. Land-use and Transportation Interactions through the Lenses of Two-Worker Households, Rising Commuting Costs and Transit-Oriented Development.

Degree: PhD, 2018, University of Toronto

 Integrated land-use and transportation planning is critical for dealing with the challenges of urbanization and for ensuring the social, economic and environmental sustainability of our… (more)

Subjects/Keywords: Civil Engineering; Econometrics; Transit; Transportation Planning; Urban Planning; 0543

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APA (6th Edition):

Akbari, S. (2018). Land-use and Transportation Interactions through the Lenses of Two-Worker Households, Rising Commuting Costs and Transit-Oriented Development. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/89856

Chicago Manual of Style (16th Edition):

Akbari, Saidal. “Land-use and Transportation Interactions through the Lenses of Two-Worker Households, Rising Commuting Costs and Transit-Oriented Development.” 2018. Doctoral Dissertation, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/89856.

MLA Handbook (7th Edition):

Akbari, Saidal. “Land-use and Transportation Interactions through the Lenses of Two-Worker Households, Rising Commuting Costs and Transit-Oriented Development.” 2018. Web. 25 Sep 2020.

Vancouver:

Akbari S. Land-use and Transportation Interactions through the Lenses of Two-Worker Households, Rising Commuting Costs and Transit-Oriented Development. [Internet] [Doctoral dissertation]. University of Toronto; 2018. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/89856.

Council of Science Editors:

Akbari S. Land-use and Transportation Interactions through the Lenses of Two-Worker Households, Rising Commuting Costs and Transit-Oriented Development. [Doctoral Dissertation]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/89856

4. Byon, Young-Ji. GISTMARG: GPS and GIS for Traffic Monitoring and Route Guidance.

Degree: 2011, University of Toronto

Cell phone providers have started fitting assisted global positioning system (AGPS) chips in new cell phones. The phone users travel on the roads voluntarily and… (more)

Subjects/Keywords: Civil Engineering; 0543

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APA (6th Edition):

Byon, Y. (2011). GISTMARG: GPS and GIS for Traffic Monitoring and Route Guidance. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/27572

Chicago Manual of Style (16th Edition):

Byon, Young-Ji. “GISTMARG: GPS and GIS for Traffic Monitoring and Route Guidance.” 2011. Doctoral Dissertation, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/27572.

MLA Handbook (7th Edition):

Byon, Young-Ji. “GISTMARG: GPS and GIS for Traffic Monitoring and Route Guidance.” 2011. Web. 25 Sep 2020.

Vancouver:

Byon Y. GISTMARG: GPS and GIS for Traffic Monitoring and Route Guidance. [Internet] [Doctoral dissertation]. University of Toronto; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/27572.

Council of Science Editors:

Byon Y. GISTMARG: GPS and GIS for Traffic Monitoring and Route Guidance. [Doctoral Dissertation]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/27572

5. Bortz, Brandon Stallone. Geocellular confinement systems in low-volume paved roads.

Degree: PhD, Civil Engineering, 2015, Kansas State University

 Geocellular confinement systems (geocells), three-dimensional honeycomb-like structures containing an infill of available materials such as sand or crushed limestone, vastly improve shear strength of infill… (more)

Subjects/Keywords: Geocells; Civil Engineering (0543)

…have been easy, but he has always been there for me. The Department of Civil Engineering and… …civil engineering department for their continual support throughout my time here. Mrs… …53 4.1 Civil Infrastructure Systems Laboratory… …or other geotechnical engineering-related material as an integral part of a man-made… …sections were built in two pits at the Kansas State University (KSU) Civil… 

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APA (6th Edition):

Bortz, B. S. (2015). Geocellular confinement systems in low-volume paved roads. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/20111

Chicago Manual of Style (16th Edition):

Bortz, Brandon Stallone. “Geocellular confinement systems in low-volume paved roads.” 2015. Doctoral Dissertation, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/20111.

MLA Handbook (7th Edition):

Bortz, Brandon Stallone. “Geocellular confinement systems in low-volume paved roads.” 2015. Web. 25 Sep 2020.

Vancouver:

Bortz BS. Geocellular confinement systems in low-volume paved roads. [Internet] [Doctoral dissertation]. Kansas State University; 2015. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/20111.

Council of Science Editors:

Bortz BS. Geocellular confinement systems in low-volume paved roads. [Doctoral Dissertation]. Kansas State University; 2015. Available from: http://hdl.handle.net/2097/20111


Kansas State University

6. Al-Rahmani, Ahmed Hamid Abdulrahman. A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 Damage detection and structural health monitoring are topics that have been receiving increased attention from researchers around the world. A structure can accumulate damage during… (more)

Subjects/Keywords: Damage detection; Finite element analysis; Artificial neural network; Civil Engineering (0543)

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APA (6th Edition):

Al-Rahmani, A. H. A. (2012). A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13597

Chicago Manual of Style (16th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams.” 2012. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/13597.

MLA Handbook (7th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams.” 2012. Web. 25 Sep 2020.

Vancouver:

Al-Rahmani AHA. A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/13597.

Council of Science Editors:

Al-Rahmani AHA. A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13597


Kansas State University

7. Nayyeri Amiri, Shahin. Elastic and plastic buckling of spherical shells under various loading conditions.

Degree: PhD, Department of Civil Engineering, 2011, Kansas State University

 Spherical shells are widely used in aerospace, mechanical, marine, and other industrial applications. Accordingly, the accurate determination of their behavior becomes more and more important.… (more)

Subjects/Keywords: Elastic; Plastic buckling; Spherical shells; Civil Engineering (0543)

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APA (6th Edition):

Nayyeri Amiri, S. (2011). Elastic and plastic buckling of spherical shells under various loading conditions. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/10855

Chicago Manual of Style (16th Edition):

Nayyeri Amiri, Shahin. “Elastic and plastic buckling of spherical shells under various loading conditions.” 2011. Doctoral Dissertation, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/10855.

MLA Handbook (7th Edition):

Nayyeri Amiri, Shahin. “Elastic and plastic buckling of spherical shells under various loading conditions.” 2011. Web. 25 Sep 2020.

Vancouver:

Nayyeri Amiri S. Elastic and plastic buckling of spherical shells under various loading conditions. [Internet] [Doctoral dissertation]. Kansas State University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/10855.

Council of Science Editors:

Nayyeri Amiri S. Elastic and plastic buckling of spherical shells under various loading conditions. [Doctoral Dissertation]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/10855


Kansas State University

8. Abd El Fattah, Ahmed Mohsen. Eccentricity based analysis of confined reinforced concrete circular columns.

Degree: MS, Department of Civil Engineering, 2008, Kansas State University

 The development of column interaction diagrams for unconfined concrete is a standard analysis procedure. However, the need to develop analysis tools for the actual ultimate… (more)

Subjects/Keywords: Concrete; Engineering, Civil (0543)

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APA (6th Edition):

Abd El Fattah, A. M. (2008). Eccentricity based analysis of confined reinforced concrete circular columns. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1121

Chicago Manual of Style (16th Edition):

Abd El Fattah, Ahmed Mohsen. “Eccentricity based analysis of confined reinforced concrete circular columns.” 2008. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/1121.

MLA Handbook (7th Edition):

Abd El Fattah, Ahmed Mohsen. “Eccentricity based analysis of confined reinforced concrete circular columns.” 2008. Web. 25 Sep 2020.

Vancouver:

Abd El Fattah AM. Eccentricity based analysis of confined reinforced concrete circular columns. [Internet] [Masters thesis]. Kansas State University; 2008. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/1121.

Council of Science Editors:

Abd El Fattah AM. Eccentricity based analysis of confined reinforced concrete circular columns. [Masters Thesis]. Kansas State University; 2008. Available from: http://hdl.handle.net/2097/1121

9. Al-Rahmani, Ahmed Hamid Abdulrahman. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.

Degree: PhD, Department of Civil Engineering, 2015, Kansas State University

 Recent applications in reinforced concrete columns, including strengthening and extreme loading events, necessitate the development of specialized nonlinear analysis methods to predict the confined interaction… (more)

Subjects/Keywords: Rectangular concrete columns; Confinement; Shear; Fiber Reinforced Polymer; Civil Engineering (0543)

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APA (6th Edition):

Al-Rahmani, A. H. A. (2015). Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/18967

Chicago Manual of Style (16th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.” 2015. Doctoral Dissertation, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/18967.

MLA Handbook (7th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.” 2015. Web. 25 Sep 2020.

Vancouver:

Al-Rahmani AHA. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. [Internet] [Doctoral dissertation]. Kansas State University; 2015. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/18967.

Council of Science Editors:

Al-Rahmani AHA. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. [Doctoral Dissertation]. Kansas State University; 2015. Available from: http://hdl.handle.net/2097/18967


Kansas State University

10. Sheedy, Patrick. Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 A flowable hybrid concrete mix with a spread of 17 to 20 inches was created with a superplasticizer to be used in post-tension haunch-slab (PTHS)… (more)

Subjects/Keywords: Concrete; Shear friction; Self-consolidating concrete; Cold-joint; Civil Engineering (0543)

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APA (6th Edition):

Sheedy, P. (2012). Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13251

Chicago Manual of Style (16th Edition):

Sheedy, Patrick. “Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges.” 2012. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/13251.

MLA Handbook (7th Edition):

Sheedy, Patrick. “Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges.” 2012. Web. 25 Sep 2020.

Vancouver:

Sheedy P. Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/13251.

Council of Science Editors:

Sheedy P. Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13251


Kansas State University

11. Murphy, Robert Lawrence. Determining the transfer length in prestressed concrete railroad ties produced in the United States.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 This thesis presents results from transfer length measurements on prestressed concrete railroad ties. Results are shown from the four main producers of concrete ties in… (more)

Subjects/Keywords: Transfer length; Prestressed concrete railroad ties; Civil Engineering (0543)

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APA (6th Edition):

Murphy, R. L. (2012). Determining the transfer length in prestressed concrete railroad ties produced in the United States. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13743

Chicago Manual of Style (16th Edition):

Murphy, Robert Lawrence. “Determining the transfer length in prestressed concrete railroad ties produced in the United States.” 2012. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/13743.

MLA Handbook (7th Edition):

Murphy, Robert Lawrence. “Determining the transfer length in prestressed concrete railroad ties produced in the United States.” 2012. Web. 25 Sep 2020.

Vancouver:

Murphy RL. Determining the transfer length in prestressed concrete railroad ties produced in the United States. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/13743.

Council of Science Editors:

Murphy RL. Determining the transfer length in prestressed concrete railroad ties produced in the United States. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13743


Kansas State University

12. Wheat, Maurice. Evalu[t]ation of bond strength at asphalt interfaces.

Degree: MS, Department of Civil Engineering, 2007, Kansas State University

 The primary objective of this research project was to evaluate the shear behavior of three asphalt-to-asphalt mix interfaces. To accomplish this objective, a special attachment… (more)

Subjects/Keywords: asphalt; Engineering, Civil (0543)

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APA (6th Edition):

Wheat, M. (2007). Evalu[t]ation of bond strength at asphalt interfaces. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/511

Chicago Manual of Style (16th Edition):

Wheat, Maurice. “Evalu[t]ation of bond strength at asphalt interfaces.” 2007. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/511.

MLA Handbook (7th Edition):

Wheat, Maurice. “Evalu[t]ation of bond strength at asphalt interfaces.” 2007. Web. 25 Sep 2020.

Vancouver:

Wheat M. Evalu[t]ation of bond strength at asphalt interfaces. [Internet] [Masters thesis]. Kansas State University; 2007. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/511.

Council of Science Editors:

Wheat M. Evalu[t]ation of bond strength at asphalt interfaces. [Masters Thesis]. Kansas State University; 2007. Available from: http://hdl.handle.net/2097/511


Kansas State University

13. White, Rachel Lynn. Glass as a structural material.

Degree: MS, Department of Architectural Engineering and Construction Science, 2007, Kansas State University

 Glass can be beautiful and strong, so why is it not used more often as a structural material? Most often the reasoning is because people… (more)

Subjects/Keywords: Structural glass; Engineering, Civil (0543)

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APA (6th Edition):

White, R. L. (2007). Glass as a structural material. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/471

Chicago Manual of Style (16th Edition):

White, Rachel Lynn. “Glass as a structural material.” 2007. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/471.

MLA Handbook (7th Edition):

White, Rachel Lynn. “Glass as a structural material.” 2007. Web. 25 Sep 2020.

Vancouver:

White RL. Glass as a structural material. [Internet] [Masters thesis]. Kansas State University; 2007. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/471.

Council of Science Editors:

White RL. Glass as a structural material. [Masters Thesis]. Kansas State University; 2007. Available from: http://hdl.handle.net/2097/471


University of Toronto

14. Banka, John. A RESEARCH PLAN FOR ASSESSING THE POWER AND ENERGY CAPABILITY OF A RIVER NETWORK UNDER AN INTEGRATED WIND/HYDRO–ELECTRIC DISPATCHABLE RÉGIME.

Degree: 2017, University of Toronto

The world strives for more clean and renewable energy, but the amount of dispatchable energy in river networks is not accurately known and difficult to… (more)

Subjects/Keywords: Civil Engineering; Dispatchable Energy; Hydraulic Engineering; Hydro-Electricity; Renewable Energy; Sustainable Energy; 0543

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APA (6th Edition):

Banka, J. (2017). A RESEARCH PLAN FOR ASSESSING THE POWER AND ENERGY CAPABILITY OF A RIVER NETWORK UNDER AN INTEGRATED WIND/HYDRO–ELECTRIC DISPATCHABLE RÉGIME. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/79164

Chicago Manual of Style (16th Edition):

Banka, John. “A RESEARCH PLAN FOR ASSESSING THE POWER AND ENERGY CAPABILITY OF A RIVER NETWORK UNDER AN INTEGRATED WIND/HYDRO–ELECTRIC DISPATCHABLE RÉGIME.” 2017. Masters Thesis, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/79164.

MLA Handbook (7th Edition):

Banka, John. “A RESEARCH PLAN FOR ASSESSING THE POWER AND ENERGY CAPABILITY OF A RIVER NETWORK UNDER AN INTEGRATED WIND/HYDRO–ELECTRIC DISPATCHABLE RÉGIME.” 2017. Web. 25 Sep 2020.

Vancouver:

Banka J. A RESEARCH PLAN FOR ASSESSING THE POWER AND ENERGY CAPABILITY OF A RIVER NETWORK UNDER AN INTEGRATED WIND/HYDRO–ELECTRIC DISPATCHABLE RÉGIME. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/79164.

Council of Science Editors:

Banka J. A RESEARCH PLAN FOR ASSESSING THE POWER AND ENERGY CAPABILITY OF A RIVER NETWORK UNDER AN INTEGRATED WIND/HYDRO–ELECTRIC DISPATCHABLE RÉGIME. [Masters Thesis]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/79164

15. Zhao, Weixin. Development of a portable optical strain sensor with applications to diagnostic testing of prestressed concrete.

Degree: PhD, Department of Mechanical and Nuclear Engineering, 2011, Kansas State University

 The current experimental method to determine the transfer length in prestressed concrete members consists of measuring concrete surface strains before and after de-tensioning with a… (more)

Subjects/Keywords: Laser speckle; Prestressed concrete; Portable; Strain; Transfer length; Civil Engineering (0543); Mechanical Engineering (0548)

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APA (6th Edition):

Zhao, W. (2011). Development of a portable optical strain sensor with applications to diagnostic testing of prestressed concrete. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/19764

Chicago Manual of Style (16th Edition):

Zhao, Weixin. “Development of a portable optical strain sensor with applications to diagnostic testing of prestressed concrete.” 2011. Doctoral Dissertation, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/19764.

MLA Handbook (7th Edition):

Zhao, Weixin. “Development of a portable optical strain sensor with applications to diagnostic testing of prestressed concrete.” 2011. Web. 25 Sep 2020.

Vancouver:

Zhao W. Development of a portable optical strain sensor with applications to diagnostic testing of prestressed concrete. [Internet] [Doctoral dissertation]. Kansas State University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/19764.

Council of Science Editors:

Zhao W. Development of a portable optical strain sensor with applications to diagnostic testing of prestressed concrete. [Doctoral Dissertation]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/19764


Kansas State University

16. Inayat, Asfandyar. Critical success factors for different organizations in construction projects.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 Researchers have been compiling lists of key factors the presence or absence of which have determined the success or failure of projects. Early researches of… (more)

Subjects/Keywords: Critical success factors; Construction projects; Civil Engineering (0543); Engineering (0537); Management (0454)

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APA (6th Edition):

Inayat, A. (2012). Critical success factors for different organizations in construction projects. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/14201

Chicago Manual of Style (16th Edition):

Inayat, Asfandyar. “Critical success factors for different organizations in construction projects.” 2012. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/14201.

MLA Handbook (7th Edition):

Inayat, Asfandyar. “Critical success factors for different organizations in construction projects.” 2012. Web. 25 Sep 2020.

Vancouver:

Inayat A. Critical success factors for different organizations in construction projects. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/14201.

Council of Science Editors:

Inayat A. Critical success factors for different organizations in construction projects. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/14201


Kansas State University

17. Thomas, Jeremiah. Investigation of aged hot-mix asphalt pavement moduli.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 Over the lifetime of an asphalt concrete (AC) pavement, the roadway requires periodic resurfacing and rehabilitation to provide acceptable performance. The most popular resurfacing method… (more)

Subjects/Keywords: Asphalt; Pavement; Modulus; Aged; Overlay; Structural; Civil Engineering (0543); Engineering (0537); Transportation (0709)

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APA (6th Edition):

Thomas, J. (2011). Investigation of aged hot-mix asphalt pavement moduli. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12015

Chicago Manual of Style (16th Edition):

Thomas, Jeremiah. “Investigation of aged hot-mix asphalt pavement moduli.” 2011. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/12015.

MLA Handbook (7th Edition):

Thomas, Jeremiah. “Investigation of aged hot-mix asphalt pavement moduli.” 2011. Web. 25 Sep 2020.

Vancouver:

Thomas J. Investigation of aged hot-mix asphalt pavement moduli. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/12015.

Council of Science Editors:

Thomas J. Investigation of aged hot-mix asphalt pavement moduli. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/12015


University of Toronto

18. Jamali-Firouz-Abadi, Maryam. Effect of Binder Content and Load History on the One-dimensional Compression of Williams Mine Cemented Paste Backfill.

Degree: 2012, University of Toronto

Large voids created by underground mining are backfilled to provide regional ground support. This thesis examines using conventional oedometer techniques and electromagnetic (EM) techniques to… (more)

Subjects/Keywords: Civil Engineering; Mining; Compression behaviour; Cemented Paste Backfill; Mine tailings; consolidation test; 0543

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APA (6th Edition):

Jamali-Firouz-Abadi, M. (2012). Effect of Binder Content and Load History on the One-dimensional Compression of Williams Mine Cemented Paste Backfill. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35326

Chicago Manual of Style (16th Edition):

Jamali-Firouz-Abadi, Maryam. “Effect of Binder Content and Load History on the One-dimensional Compression of Williams Mine Cemented Paste Backfill.” 2012. Masters Thesis, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/35326.

MLA Handbook (7th Edition):

Jamali-Firouz-Abadi, Maryam. “Effect of Binder Content and Load History on the One-dimensional Compression of Williams Mine Cemented Paste Backfill.” 2012. Web. 25 Sep 2020.

Vancouver:

Jamali-Firouz-Abadi M. Effect of Binder Content and Load History on the One-dimensional Compression of Williams Mine Cemented Paste Backfill. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/35326.

Council of Science Editors:

Jamali-Firouz-Abadi M. Effect of Binder Content and Load History on the One-dimensional Compression of Williams Mine Cemented Paste Backfill. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/35326


University of Toronto

19. Chak, Ivan. Janus: A Post-processor for VecTor Analysis Software.

Degree: 2013, University of Toronto

VecTor is a suite of computer programs developed for the nonlinear finite element analysis of reinforced concrete structures. Due to the substantial nature of output… (more)

Subjects/Keywords: Finite Element Method; VecTor; Reinforced Concrete; Civil Engineering; Post-Processor; Structural Analysis; 0543

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APA (6th Edition):

Chak, I. (2013). Janus: A Post-processor for VecTor Analysis Software. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42706

Chicago Manual of Style (16th Edition):

Chak, Ivan. “Janus: A Post-processor for VecTor Analysis Software.” 2013. Masters Thesis, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/42706.

MLA Handbook (7th Edition):

Chak, Ivan. “Janus: A Post-processor for VecTor Analysis Software.” 2013. Web. 25 Sep 2020.

Vancouver:

Chak I. Janus: A Post-processor for VecTor Analysis Software. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/42706.

Council of Science Editors:

Chak I. Janus: A Post-processor for VecTor Analysis Software. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42706

20. Nayyeri Amiri, Shahin. A comprehensive study on soil consolidation.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 In this research, soil consolidation is explored in a comprehensive analytical and experimental study. The pore pressure development and dissipation for clay at its liquid… (more)

Subjects/Keywords: SOIL CONSOLIDATION; Engineering, Civil (0543)

Civil Engineering Department of Kansas State University, for their contributions to my… …Foundation Engineering courses during my undergraduate study in Tabriz University. I would like to… …compaction bring about deviations in the soil structure and hence, in its engineering properties… 

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APA (6th Edition):

Nayyeri Amiri, S. (2010). A comprehensive study on soil consolidation. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7058

Chicago Manual of Style (16th Edition):

Nayyeri Amiri, Shahin. “A comprehensive study on soil consolidation.” 2010. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/7058.

MLA Handbook (7th Edition):

Nayyeri Amiri, Shahin. “A comprehensive study on soil consolidation.” 2010. Web. 25 Sep 2020.

Vancouver:

Nayyeri Amiri S. A comprehensive study on soil consolidation. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/7058.

Council of Science Editors:

Nayyeri Amiri S. A comprehensive study on soil consolidation. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7058

21. Sultana, Sharmin. Extending asphalt pavement life with thin whitetopping.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Due to budget constraints, many highway agencies are becoming interested in pavement preservation or rehabilitation rather than reconstruction to ensure pavement is in serviceable condition.… (more)

Subjects/Keywords: Thin whitetopping; Engineering, Civil (0543)

…of mechanical engineering for his help in finite element analysis with SolidWorks. I… …neighboring rural area. Along with other factors, engineering materials such as asphalt concrete… 

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APA (6th Edition):

Sultana, S. (2010). Extending asphalt pavement life with thin whitetopping. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4324

Chicago Manual of Style (16th Edition):

Sultana, Sharmin. “Extending asphalt pavement life with thin whitetopping.” 2010. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/4324.

MLA Handbook (7th Edition):

Sultana, Sharmin. “Extending asphalt pavement life with thin whitetopping.” 2010. Web. 25 Sep 2020.

Vancouver:

Sultana S. Extending asphalt pavement life with thin whitetopping. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/4324.

Council of Science Editors:

Sultana S. Extending asphalt pavement life with thin whitetopping. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4324


Kansas State University

22. Momeni, Amir Farid. Y-cracking in continuously reinforced concrete pavements.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 When transverse cracks meander there is a high possibility for transverse cracks to meet at a point and connect to another transverse crack, creating a… (more)

Subjects/Keywords: Y-cracking; Continuously reinforced concrete pavement; Civil Engineering (0543); Materials Science (0794)

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APA (6th Edition):

Momeni, A. F. (2013). Y-cracking in continuously reinforced concrete pavements. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15642

Chicago Manual of Style (16th Edition):

Momeni, Amir Farid. “Y-cracking in continuously reinforced concrete pavements.” 2013. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/15642.

MLA Handbook (7th Edition):

Momeni, Amir Farid. “Y-cracking in continuously reinforced concrete pavements.” 2013. Web. 25 Sep 2020.

Vancouver:

Momeni AF. Y-cracking in continuously reinforced concrete pavements. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/15642.

Council of Science Editors:

Momeni AF. Y-cracking in continuously reinforced concrete pavements. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15642

23. Gonçalves, Marta. Freguesia de Cernache do Bonjardim. Territorio y patrimonio.

Degree: 2011, RCAAP

 Este trabajo tiene como área de estúdio la freguesia de Cernache do Bonjardim, situada en el concelho de Sertã, distrito de Castelo Branco, en el… (more)

Subjects/Keywords: Planification urbanistica; Ingenieria civil; Historia local; Urbanismo; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Gonçalves, M. (2011). Freguesia de Cernache do Bonjardim. Territorio y patrimonio. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368

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):

Gonçalves, Marta. “Freguesia de Cernache do Bonjardim. Territorio y patrimonio.” 2011. Thesis, RCAAP. Accessed September 25, 2020. https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368.

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

MLA Handbook (7th Edition):

Gonçalves, Marta. “Freguesia de Cernache do Bonjardim. Territorio y patrimonio.” 2011. Web. 25 Sep 2020.

Vancouver:

Gonçalves M. Freguesia de Cernache do Bonjardim. Territorio y patrimonio. [Internet] [Thesis]. RCAAP; 2011. [cited 2020 Sep 25]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368.

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

Council of Science Editors:

Gonçalves M. Freguesia de Cernache do Bonjardim. Territorio y patrimonio. [Thesis]. RCAAP; 2011. Available from: https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368

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


University of Toronto

24. Kabanda, John Samuel. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.

Degree: 2013, University of Toronto

Nonlinear seismic soil-structure interaction (SSI) analyses are often completed using the equivalent linear frequency domain analysis method as it is simple to use and computationally… (more)

Subjects/Keywords: Structural Engineering; Geotechnical Engineering; 0543

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APA (6th Edition):

Kabanda, J. S. (2013). Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42977

Chicago Manual of Style (16th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Masters Thesis, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/42977.

MLA Handbook (7th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Web. 25 Sep 2020.

Vancouver:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/42977.

Council of Science Editors:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42977


Kansas State University

25. Cook, Andrew. Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures.

Degree: MS, Department of Architectural Engineering and Construction Science, 2011, Kansas State University

 This report examines the effects of openings located at the base of reinforced concrete slender wall panels (tilt-up panels) designed in accordance with the American… (more)

Subjects/Keywords: Slender reinforced concrete wall panels; Tilt-up; Finite element methods; Architectural engineering (0462); Civil Engineering (0543); Engineering (0537)

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APA (6th Edition):

Cook, A. (2011). Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13166

Chicago Manual of Style (16th Edition):

Cook, Andrew. “Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures.” 2011. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/13166.

MLA Handbook (7th Edition):

Cook, Andrew. “Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures.” 2011. Web. 25 Sep 2020.

Vancouver:

Cook A. Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/13166.

Council of Science Editors:

Cook A. Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/13166


University of Toronto

26. Getzlaf, Douglas Donald. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.

Degree: 2012, University of Toronto

Non-corroding materials, such as Fibre-Reinforced Polymer (FRP) bars, are now being used as reinforcement for reinforced concrete structures in order to extend their lifetime and… (more)

Subjects/Keywords: Structural Engineering; Reinforced Concrete; 0543

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APA (6th Edition):

Getzlaf, D. D. (2012). An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33212

Chicago Manual of Style (16th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed September 25, 2020. http://hdl.handle.net/1807/33212.

MLA Handbook (7th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Web. 25 Sep 2020.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1807/33212.

Council of Science Editors:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33212


Kansas State University

27. Poole, Harrison Walker. Lateral load distribution for steel beams supporting an FRP panel.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 Fiber Reinforced Polymer (FRP) is a relatively new material used in the field of civil engineering. FRP is composed of fibers, usually carbon or glass,… (more)

Subjects/Keywords: Honeycomb panel; Load distribution; Fiber reinforced polymer; Structural engineering; Bridge deck; Bridge repair; Civil Engineering (0543)

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APA (6th Edition):

Poole, H. W. (2011). Lateral load distribution for steel beams supporting an FRP panel. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12027

Chicago Manual of Style (16th Edition):

Poole, Harrison Walker. “Lateral load distribution for steel beams supporting an FRP panel.” 2011. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/12027.

MLA Handbook (7th Edition):

Poole, Harrison Walker. “Lateral load distribution for steel beams supporting an FRP panel.” 2011. Web. 25 Sep 2020.

Vancouver:

Poole HW. Lateral load distribution for steel beams supporting an FRP panel. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/12027.

Council of Science Editors:

Poole HW. Lateral load distribution for steel beams supporting an FRP panel. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/12027


Utah State University

28. Bandaragoda, Christina. Distributed Hydrologic Modeling For Streamflow Prediction At Ungauged Basins.

Degree: PhD, Civil and Environmental Engineering, 2008, Utah State University

  Hydrologic modeling and streamflow prediction of ungauged basins is an unsolved scientific problem as well as a policy-relevant science theme emerging as a major… (more)

Subjects/Keywords: Hyrdrology; 0543; 0388; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Bandaragoda, C. (2008). Distributed Hydrologic Modeling For Streamflow Prediction At Ungauged Basins. (Doctoral Dissertation). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/62

Chicago Manual of Style (16th Edition):

Bandaragoda, Christina. “Distributed Hydrologic Modeling For Streamflow Prediction At Ungauged Basins.” 2008. Doctoral Dissertation, Utah State University. Accessed September 25, 2020. https://digitalcommons.usu.edu/etd/62.

MLA Handbook (7th Edition):

Bandaragoda, Christina. “Distributed Hydrologic Modeling For Streamflow Prediction At Ungauged Basins.” 2008. Web. 25 Sep 2020.

Vancouver:

Bandaragoda C. Distributed Hydrologic Modeling For Streamflow Prediction At Ungauged Basins. [Internet] [Doctoral dissertation]. Utah State University; 2008. [cited 2020 Sep 25]. Available from: https://digitalcommons.usu.edu/etd/62.

Council of Science Editors:

Bandaragoda C. Distributed Hydrologic Modeling For Streamflow Prediction At Ungauged Basins. [Doctoral Dissertation]. Utah State University; 2008. Available from: https://digitalcommons.usu.edu/etd/62

29. Escobar García, Diego Alexander. Instrumentos y metodología de planes de movilidad y transporte en las ciudades medias colombianas.

Degree: Departament d'Infraestructura del Transport i del Territori, 2008, Universitat Politècnica de Catalunya

 Dado el actual esquema de funcionamiento de las aglomeraciones urbanas latinoamericanas, se están presentando disfuncionalidades graves en lo que a movilidad urbana de las personas… (more)

Subjects/Keywords: urbanismo; ingenieria civil; 624; 71

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APA (6th Edition):

Escobar García, D. A. (2008). Instrumentos y metodología de planes de movilidad y transporte en las ciudades medias colombianas. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/6624

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):

Escobar García, Diego Alexander. “Instrumentos y metodología de planes de movilidad y transporte en las ciudades medias colombianas.” 2008. Thesis, Universitat Politècnica de Catalunya. Accessed September 25, 2020. http://hdl.handle.net/10803/6624.

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

MLA Handbook (7th Edition):

Escobar García, Diego Alexander. “Instrumentos y metodología de planes de movilidad y transporte en las ciudades medias colombianas.” 2008. Web. 25 Sep 2020.

Vancouver:

Escobar García DA. Instrumentos y metodología de planes de movilidad y transporte en las ciudades medias colombianas. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2008. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10803/6624.

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

Council of Science Editors:

Escobar García DA. Instrumentos y metodología de planes de movilidad y transporte en las ciudades medias colombianas. [Thesis]. Universitat Politècnica de Catalunya; 2008. Available from: http://hdl.handle.net/10803/6624

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

30. Liu, Litao. Evaluation of the feasibility of posting reduced speed limits on Kansas gravel roads.

Degree: MS, Department of Civil Engineering, 2008, Kansas State University

 In the United States, the mileage of unpaved roads is about 1.6 million miles. Total length of unpaved roads in Kansas is about 98,000 miles,… (more)

Subjects/Keywords: Gravel Road; Speed Limit; Engineering, Civil (0543)

…of the requirements for the degree MASTER OF SCIENCE Department of Civil Engineering… …College of Engineering KANSAS STATE UNIVERSITY Manhattan, Kansas 2008 Approved by: Major… …engineering and traffic investigation, but no speed limit higher than of 65 mph is permitted under… …Speed Zone: “a safe and reasonable limit on the basis of a traffic engineering investigation… …or township highway” and that “based on engineering and traffic investigations, a local… 

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APA (6th Edition):

Liu, L. (2008). Evaluation of the feasibility of posting reduced speed limits on Kansas gravel roads. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/800

Chicago Manual of Style (16th Edition):

Liu, Litao. “Evaluation of the feasibility of posting reduced speed limits on Kansas gravel roads.” 2008. Masters Thesis, Kansas State University. Accessed September 25, 2020. http://hdl.handle.net/2097/800.

MLA Handbook (7th Edition):

Liu, Litao. “Evaluation of the feasibility of posting reduced speed limits on Kansas gravel roads.” 2008. Web. 25 Sep 2020.

Vancouver:

Liu L. Evaluation of the feasibility of posting reduced speed limits on Kansas gravel roads. [Internet] [Masters thesis]. Kansas State University; 2008. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2097/800.

Council of Science Editors:

Liu L. Evaluation of the feasibility of posting reduced speed limits on Kansas gravel roads. [Masters Thesis]. Kansas State University; 2008. Available from: http://hdl.handle.net/2097/800

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