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You searched for +publisher:"Clemson University" +contributor:("Putman, Bradley J"). Showing records 1 – 22 of 22 total matches.

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Clemson University

1. Wurst, James. Evaluation of Warm Mix Open Graded Friction Course Mixtures.

Degree: MS, Civil Engineering, 2011, Clemson University

 The goal of this study was to evaluate EvothermTM (a chemical package) and foaming (a water-injection method) warm mix asphalt (WMA) technologies to determine their… (more)

Subjects/Keywords: evotherm; fiber; foaming; open graded friction course; porous asphalt; warm mix; Civil Engineering

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APA (6th Edition):

Wurst, J. (2011). Evaluation of Warm Mix Open Graded Friction Course Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1191

Chicago Manual of Style (16th Edition):

Wurst, James. “Evaluation of Warm Mix Open Graded Friction Course Mixtures.” 2011. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1191.

MLA Handbook (7th Edition):

Wurst, James. “Evaluation of Warm Mix Open Graded Friction Course Mixtures.” 2011. Web. 18 Oct 2019.

Vancouver:

Wurst J. Evaluation of Warm Mix Open Graded Friction Course Mixtures. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1191.

Council of Science Editors:

Wurst J. Evaluation of Warm Mix Open Graded Friction Course Mixtures. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1191


Clemson University

2. Duncan, David. INFLUENCE OF PAVEMENT TYPE ON NEAR SURFACE AIR TEMPERATURE.

Degree: MS, Civil Engineering, 2011, Clemson University

 Effects from an Urban Heat Island (UHI) can be detrimental to the world as a whole. This study examines a collection of permeable and conventional… (more)

Subjects/Keywords: Air temperature; Permeable; Pervious concrete; Porous asphalt; UHI; Urban Heat Island; Civil Engineering

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APA (6th Edition):

Duncan, D. (2011). INFLUENCE OF PAVEMENT TYPE ON NEAR SURFACE AIR TEMPERATURE. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1277

Chicago Manual of Style (16th Edition):

Duncan, David. “INFLUENCE OF PAVEMENT TYPE ON NEAR SURFACE AIR TEMPERATURE.” 2011. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1277.

MLA Handbook (7th Edition):

Duncan, David. “INFLUENCE OF PAVEMENT TYPE ON NEAR SURFACE AIR TEMPERATURE.” 2011. Web. 18 Oct 2019.

Vancouver:

Duncan D. INFLUENCE OF PAVEMENT TYPE ON NEAR SURFACE AIR TEMPERATURE. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1277.

Council of Science Editors:

Duncan D. INFLUENCE OF PAVEMENT TYPE ON NEAR SURFACE AIR TEMPERATURE. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1277


Clemson University

3. Zhang, Yujie. STUDY ON CORROSION ACTIVITY OF CARBON STEEL IN CONCRETE SIMULATED PORE SOLUTION UNDER STATIC TENSILE AND COMPRESSIVE STRESSES.

Degree: ME, Civil Engineering, 2012, Clemson University

 Reinforced concrete is a structure material made up of concrete with relatively lower tensile strength containing reinforcements with higher tensile strength and better ductility, which… (more)

Subjects/Keywords: chloride; compression; concrete; corrosion; steel; tension; Engineering

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APA (6th Edition):

Zhang, Y. (2012). STUDY ON CORROSION ACTIVITY OF CARBON STEEL IN CONCRETE SIMULATED PORE SOLUTION UNDER STATIC TENSILE AND COMPRESSIVE STRESSES. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1532

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):

Zhang, Yujie. “STUDY ON CORROSION ACTIVITY OF CARBON STEEL IN CONCRETE SIMULATED PORE SOLUTION UNDER STATIC TENSILE AND COMPRESSIVE STRESSES.” 2012. Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1532.

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

MLA Handbook (7th Edition):

Zhang, Yujie. “STUDY ON CORROSION ACTIVITY OF CARBON STEEL IN CONCRETE SIMULATED PORE SOLUTION UNDER STATIC TENSILE AND COMPRESSIVE STRESSES.” 2012. Web. 18 Oct 2019.

Vancouver:

Zhang Y. STUDY ON CORROSION ACTIVITY OF CARBON STEEL IN CONCRETE SIMULATED PORE SOLUTION UNDER STATIC TENSILE AND COMPRESSIVE STRESSES. [Internet] [Thesis]. Clemson University; 2012. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1532.

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

Council of Science Editors:

Zhang Y. STUDY ON CORROSION ACTIVITY OF CARBON STEEL IN CONCRETE SIMULATED PORE SOLUTION UNDER STATIC TENSILE AND COMPRESSIVE STRESSES. [Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1532

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


Clemson University

4. Kline, Laura. COMPARISION OF OPEN GRADED FRICTION COURSE MIX DESIGN METHODS CURRENTLY USED IN THE UNITED STATES.

Degree: ME, Civil Engineering, 2010, Clemson University

 This research compares the open graded friction course (OGFC) mix design methods which are currently being used in the United States. OGFCs are a type… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Kline, L. (2010). COMPARISION OF OPEN GRADED FRICTION COURSE MIX DESIGN METHODS CURRENTLY USED IN THE UNITED STATES. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/846

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):

Kline, Laura. “COMPARISION OF OPEN GRADED FRICTION COURSE MIX DESIGN METHODS CURRENTLY USED IN THE UNITED STATES.” 2010. Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/846.

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

MLA Handbook (7th Edition):

Kline, Laura. “COMPARISION OF OPEN GRADED FRICTION COURSE MIX DESIGN METHODS CURRENTLY USED IN THE UNITED STATES.” 2010. Web. 18 Oct 2019.

Vancouver:

Kline L. COMPARISION OF OPEN GRADED FRICTION COURSE MIX DESIGN METHODS CURRENTLY USED IN THE UNITED STATES. [Internet] [Thesis]. Clemson University; 2010. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/846.

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

Council of Science Editors:

Kline L. COMPARISION OF OPEN GRADED FRICTION COURSE MIX DESIGN METHODS CURRENTLY USED IN THE UNITED STATES. [Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/846

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


Clemson University

5. Bunting, Gregory. Retrofit Solutions for Sealed Pervious Concrete Pavements.

Degree: MS, Civil Engineering, 2011, Clemson University

 The goal of this research was to design, implement, and evaluate several retrofit solutions for sealed pervious concrete. Properly functioning pervious concrete pavements allow water… (more)

Subjects/Keywords: Clogging; Concrete; Pervious; Pervious Concrete; Retrofit; Sealed; Civil Engineering

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APA (6th Edition):

Bunting, G. (2011). Retrofit Solutions for Sealed Pervious Concrete Pavements. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1189

Chicago Manual of Style (16th Edition):

Bunting, Gregory. “Retrofit Solutions for Sealed Pervious Concrete Pavements.” 2011. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1189.

MLA Handbook (7th Edition):

Bunting, Gregory. “Retrofit Solutions for Sealed Pervious Concrete Pavements.” 2011. Web. 18 Oct 2019.

Vancouver:

Bunting G. Retrofit Solutions for Sealed Pervious Concrete Pavements. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1189.

Council of Science Editors:

Bunting G. Retrofit Solutions for Sealed Pervious Concrete Pavements. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1189


Clemson University

6. Singer, Donald. AN EXAMINATION OF THE INFLUENCE OF CEMENT PASTE ON PERVIOUS CONCRETE MIXTURES.

Degree: MS, Civil Engineering, 2012, Clemson University

 Pervious concrete has many environmental benefits, but with these benefits come additional hurdles unseen in conventional concrete. The main focus of pervious concrete is the… (more)

Subjects/Keywords: Pervious Concrete; Civil Engineering

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APA (6th Edition):

Singer, D. (2012). AN EXAMINATION OF THE INFLUENCE OF CEMENT PASTE ON PERVIOUS CONCRETE MIXTURES. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1551

Chicago Manual of Style (16th Edition):

Singer, Donald. “AN EXAMINATION OF THE INFLUENCE OF CEMENT PASTE ON PERVIOUS CONCRETE MIXTURES.” 2012. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1551.

MLA Handbook (7th Edition):

Singer, Donald. “AN EXAMINATION OF THE INFLUENCE OF CEMENT PASTE ON PERVIOUS CONCRETE MIXTURES.” 2012. Web. 18 Oct 2019.

Vancouver:

Singer D. AN EXAMINATION OF THE INFLUENCE OF CEMENT PASTE ON PERVIOUS CONCRETE MIXTURES. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1551.

Council of Science Editors:

Singer D. AN EXAMINATION OF THE INFLUENCE OF CEMENT PASTE ON PERVIOUS CONCRETE MIXTURES. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1551


Clemson University

7. Martin, William. Hydraulic Impact of Porosity Distribution and Hydrologic Characterization of Porous Pavements.

Degree: PhD, Civil Engineering, 2013, Clemson University

  This research focused on the hydrologic characterization of porous pavement and pavement properties that can affect its hydraulic behavior. The first of these properties… (more)

Subjects/Keywords: Curve Number; Hydrology; Image Analysis; Porosity Distribution; Porous Pavement; Civil Engineering

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APA (6th Edition):

Martin, W. (2013). Hydraulic Impact of Porosity Distribution and Hydrologic Characterization of Porous Pavements. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1159

Chicago Manual of Style (16th Edition):

Martin, William. “Hydraulic Impact of Porosity Distribution and Hydrologic Characterization of Porous Pavements.” 2013. Doctoral Dissertation, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_dissertations/1159.

MLA Handbook (7th Edition):

Martin, William. “Hydraulic Impact of Porosity Distribution and Hydrologic Characterization of Porous Pavements.” 2013. Web. 18 Oct 2019.

Vancouver:

Martin W. Hydraulic Impact of Porosity Distribution and Hydrologic Characterization of Porous Pavements. [Internet] [Doctoral dissertation]. Clemson University; 2013. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_dissertations/1159.

Council of Science Editors:

Martin W. Hydraulic Impact of Porosity Distribution and Hydrologic Characterization of Porous Pavements. [Doctoral Dissertation]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_dissertations/1159


Clemson University

8. Lyons, Kimberly. Evaluation of Rubber Modified Porous Asphalt Mixtures.

Degree: MS, Civil Engineering, 2012, Clemson University

  A porous pavement is a type of sustainable pavement that allows stormwater to infiltrate through the pavement into the natural soil bed. Rubber modified… (more)

Subjects/Keywords: Porous Asphalt; Rubber Modified Binder; Civil Engineering

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APA (6th Edition):

Lyons, K. (2012). Evaluation of Rubber Modified Porous Asphalt Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1563

Chicago Manual of Style (16th Edition):

Lyons, Kimberly. “Evaluation of Rubber Modified Porous Asphalt Mixtures.” 2012. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1563.

MLA Handbook (7th Edition):

Lyons, Kimberly. “Evaluation of Rubber Modified Porous Asphalt Mixtures.” 2012. Web. 18 Oct 2019.

Vancouver:

Lyons K. Evaluation of Rubber Modified Porous Asphalt Mixtures. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1563.

Council of Science Editors:

Lyons K. Evaluation of Rubber Modified Porous Asphalt Mixtures. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1563


Clemson University

9. Geiger, Aaron. Liquefaction Analysis of Three Pleistocene Sand Deposits that did not Liquefy During the 1886 Charleston, South Carolina Earthquake based on Shear Wave Velocity and Penetration Resistance.

Degree: MS, Civil Engineering, 2010, Clemson University

 The results of geotechnical investigations at three sites located in the South Carolina Coastal Plain are presented in this thesis. The three sites are called… (more)

Subjects/Keywords: Age; In Situ Tests; Liquefaction; Penetration Resistance; Shear Wave Velocity; Civil Engineering

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APA (6th Edition):

Geiger, A. (2010). Liquefaction Analysis of Three Pleistocene Sand Deposits that did not Liquefy During the 1886 Charleston, South Carolina Earthquake based on Shear Wave Velocity and Penetration Resistance. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/815

Chicago Manual of Style (16th Edition):

Geiger, Aaron. “Liquefaction Analysis of Three Pleistocene Sand Deposits that did not Liquefy During the 1886 Charleston, South Carolina Earthquake based on Shear Wave Velocity and Penetration Resistance.” 2010. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/815.

MLA Handbook (7th Edition):

Geiger, Aaron. “Liquefaction Analysis of Three Pleistocene Sand Deposits that did not Liquefy During the 1886 Charleston, South Carolina Earthquake based on Shear Wave Velocity and Penetration Resistance.” 2010. Web. 18 Oct 2019.

Vancouver:

Geiger A. Liquefaction Analysis of Three Pleistocene Sand Deposits that did not Liquefy During the 1886 Charleston, South Carolina Earthquake based on Shear Wave Velocity and Penetration Resistance. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/815.

Council of Science Editors:

Geiger A. Liquefaction Analysis of Three Pleistocene Sand Deposits that did not Liquefy During the 1886 Charleston, South Carolina Earthquake based on Shear Wave Velocity and Penetration Resistance. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/815


Clemson University

10. Bolger, William. Investigation of Warm Mix Asphalt Overlays and Geosynthetic Pavement Interlayers.

Degree: MS, Civil Engineering, 2014, Clemson University

  Geosynthetics play an ever increasing role in enhancing pavements. The construction of asphalt overlays with geosynthetic interlayers is a common method to rehabilitate flexible… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Bolger, W. (2014). Investigation of Warm Mix Asphalt Overlays and Geosynthetic Pavement Interlayers. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1931

Chicago Manual of Style (16th Edition):

Bolger, William. “Investigation of Warm Mix Asphalt Overlays and Geosynthetic Pavement Interlayers.” 2014. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1931.

MLA Handbook (7th Edition):

Bolger, William. “Investigation of Warm Mix Asphalt Overlays and Geosynthetic Pavement Interlayers.” 2014. Web. 18 Oct 2019.

Vancouver:

Bolger W. Investigation of Warm Mix Asphalt Overlays and Geosynthetic Pavement Interlayers. [Internet] [Masters thesis]. Clemson University; 2014. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1931.

Council of Science Editors:

Bolger W. Investigation of Warm Mix Asphalt Overlays and Geosynthetic Pavement Interlayers. [Masters Thesis]. Clemson University; 2014. Available from: https://tigerprints.clemson.edu/all_theses/1931


Clemson University

11. Chen, Linbo. Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina.

Degree: MS, Civil Engineering, 2013, Clemson University

  With the economic development in recent decades, more trucks including overweight trucks are operating on the highways. As a result, many bridges are expected… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Chen, L. (2013). Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1610

Chicago Manual of Style (16th Edition):

Chen, Linbo. “Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina.” 2013. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1610.

MLA Handbook (7th Edition):

Chen, Linbo. “Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina.” 2013. Web. 18 Oct 2019.

Vancouver:

Chen L. Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1610.

Council of Science Editors:

Chen L. Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1610


Clemson University

12. Blizzard, Jacqualyn. A DESIGN FRAMEWORK FOR SUSTAINABLE INFRASTRUCTURE.

Degree: MS, Civil Engineering, 2011, Clemson University

  Aristotle theorized, 'The whole is more than the sum of its parts.' Design engineers often overlook this simple philosophy. We employ a reductionist approach… (more)

Subjects/Keywords: Infrastructure; Integrative Design; Sustainable Design; Sustainable Engineering; Systems Thinking; Whole Systems Design; Art and Design

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APA (6th Edition):

Blizzard, J. (2011). A DESIGN FRAMEWORK FOR SUSTAINABLE INFRASTRUCTURE. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1181

Chicago Manual of Style (16th Edition):

Blizzard, Jacqualyn. “A DESIGN FRAMEWORK FOR SUSTAINABLE INFRASTRUCTURE.” 2011. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1181.

MLA Handbook (7th Edition):

Blizzard, Jacqualyn. “A DESIGN FRAMEWORK FOR SUSTAINABLE INFRASTRUCTURE.” 2011. Web. 18 Oct 2019.

Vancouver:

Blizzard J. A DESIGN FRAMEWORK FOR SUSTAINABLE INFRASTRUCTURE. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1181.

Council of Science Editors:

Blizzard J. A DESIGN FRAMEWORK FOR SUSTAINABLE INFRASTRUCTURE. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1181


Clemson University

13. Johnson, Casey. EXAMINATION OF THE EFFECTIVENESS OF BIORETENTION CELLS AND POROUS PAVING PRACTICES IN AIKEN, SC.

Degree: MS, Biosystems Engineering, 2012, Clemson University

  This work seeks to quantify the impact and effectiveness of green infrastructure practices, specifically bioretention cells and porous asphalts, for the reduction of peak… (more)

Subjects/Keywords: bioretention; green infrastructure; Environmental Engineering

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APA (6th Edition):

Johnson, C. (2012). EXAMINATION OF THE EFFECTIVENESS OF BIORETENTION CELLS AND POROUS PAVING PRACTICES IN AIKEN, SC. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1540

Chicago Manual of Style (16th Edition):

Johnson, Casey. “EXAMINATION OF THE EFFECTIVENESS OF BIORETENTION CELLS AND POROUS PAVING PRACTICES IN AIKEN, SC.” 2012. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1540.

MLA Handbook (7th Edition):

Johnson, Casey. “EXAMINATION OF THE EFFECTIVENESS OF BIORETENTION CELLS AND POROUS PAVING PRACTICES IN AIKEN, SC.” 2012. Web. 18 Oct 2019.

Vancouver:

Johnson C. EXAMINATION OF THE EFFECTIVENESS OF BIORETENTION CELLS AND POROUS PAVING PRACTICES IN AIKEN, SC. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1540.

Council of Science Editors:

Johnson C. EXAMINATION OF THE EFFECTIVENESS OF BIORETENTION CELLS AND POROUS PAVING PRACTICES IN AIKEN, SC. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1540


Clemson University

14. Mansour, Talat. INVESTIGATION OF THE EFFECT OF AGGREGATE GRADATION ON OPEN GRADED FRICTION COURSE MIXTURES.

Degree: MS, Civil Engineering, 2011, Clemson University

 An open graded friction course (OGFC) is a type of porous pavement that has been used to improve safety, mainly in wet conditions. However, this… (more)

Subjects/Keywords: fiber; gradation; OGFC; Porous Asphalt; Engineering

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APA (6th Edition):

Mansour, T. (2011). INVESTIGATION OF THE EFFECT OF AGGREGATE GRADATION ON OPEN GRADED FRICTION COURSE MIXTURES. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1199

Chicago Manual of Style (16th Edition):

Mansour, Talat. “INVESTIGATION OF THE EFFECT OF AGGREGATE GRADATION ON OPEN GRADED FRICTION COURSE MIXTURES.” 2011. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1199.

MLA Handbook (7th Edition):

Mansour, Talat. “INVESTIGATION OF THE EFFECT OF AGGREGATE GRADATION ON OPEN GRADED FRICTION COURSE MIXTURES.” 2011. Web. 18 Oct 2019.

Vancouver:

Mansour T. INVESTIGATION OF THE EFFECT OF AGGREGATE GRADATION ON OPEN GRADED FRICTION COURSE MIXTURES. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1199.

Council of Science Editors:

Mansour T. INVESTIGATION OF THE EFFECT OF AGGREGATE GRADATION ON OPEN GRADED FRICTION COURSE MIXTURES. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1199


Clemson University

15. Aravalli, Yazurved Sai Vishwaksen. CONDITION ASSESSMENT OF CLEMSON UNIVERSITY'S PARKING NETWORK AND DEVELOPMENT OF A FRAMEWORK TO SUPPORT PAVEMENT MANAGEMENT.

Degree: MS, Civil Engineering, 2015, Clemson University

 The concept of pavement management system for Clemson University parking network provides a rehabilitation programming strategy for parking and transportation services department at Clemson University.… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Aravalli, Y. S. V. (2015). CONDITION ASSESSMENT OF CLEMSON UNIVERSITY'S PARKING NETWORK AND DEVELOPMENT OF A FRAMEWORK TO SUPPORT PAVEMENT MANAGEMENT. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2295

Chicago Manual of Style (16th Edition):

Aravalli, Yazurved Sai Vishwaksen. “CONDITION ASSESSMENT OF CLEMSON UNIVERSITY'S PARKING NETWORK AND DEVELOPMENT OF A FRAMEWORK TO SUPPORT PAVEMENT MANAGEMENT.” 2015. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/2295.

MLA Handbook (7th Edition):

Aravalli, Yazurved Sai Vishwaksen. “CONDITION ASSESSMENT OF CLEMSON UNIVERSITY'S PARKING NETWORK AND DEVELOPMENT OF A FRAMEWORK TO SUPPORT PAVEMENT MANAGEMENT.” 2015. Web. 18 Oct 2019.

Vancouver:

Aravalli YSV. CONDITION ASSESSMENT OF CLEMSON UNIVERSITY'S PARKING NETWORK AND DEVELOPMENT OF A FRAMEWORK TO SUPPORT PAVEMENT MANAGEMENT. [Internet] [Masters thesis]. Clemson University; 2015. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/2295.

Council of Science Editors:

Aravalli YSV. CONDITION ASSESSMENT OF CLEMSON UNIVERSITY'S PARKING NETWORK AND DEVELOPMENT OF A FRAMEWORK TO SUPPORT PAVEMENT MANAGEMENT. [Masters Thesis]. Clemson University; 2015. Available from: https://tigerprints.clemson.edu/all_theses/2295


Clemson University

16. Zhao, Wenbin. THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES.

Degree: PhD, Civil Engineering, 2011, Clemson University

 Asphalt pavements are composed of three components: aggregate, asphalt binder, and air. In the process of plant production and on-site construction, the construction quality can… (more)

Subjects/Keywords: Asphalt Concrete; HMA; Indirect Tension Test; Performance Properties; Rutting; Volumetric Properties; Civil Engineering

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APA (6th Edition):

Zhao, W. (2011). THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/801

Chicago Manual of Style (16th Edition):

Zhao, Wenbin. “THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES.” 2011. Doctoral Dissertation, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_dissertations/801.

MLA Handbook (7th Edition):

Zhao, Wenbin. “THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES.” 2011. Web. 18 Oct 2019.

Vancouver:

Zhao W. THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES. [Internet] [Doctoral dissertation]. Clemson University; 2011. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_dissertations/801.

Council of Science Editors:

Zhao W. THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES. [Doctoral Dissertation]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_dissertations/801

17. Murphy, Patrick. THE HYDRAULIC PERFORMANCE OF PERFORATED PIPE UNDER-DRAINS SURROUNDED BY LOOSE AGGREGATE.

Degree: MS, Civil Engineering, 2013, Clemson University

  Perforated pipes are commonly used in the construction industry for subsurface drains. These subsurface drains are installed to intercept and convey infiltrated runoff or… (more)

Subjects/Keywords: perforated pipe; Under-drains; Civil Engineering

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APA (6th Edition):

Murphy, P. (2013). THE HYDRAULIC PERFORMANCE OF PERFORATED PIPE UNDER-DRAINS SURROUNDED BY LOOSE AGGREGATE. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1639

Chicago Manual of Style (16th Edition):

Murphy, Patrick. “THE HYDRAULIC PERFORMANCE OF PERFORATED PIPE UNDER-DRAINS SURROUNDED BY LOOSE AGGREGATE.” 2013. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/1639.

MLA Handbook (7th Edition):

Murphy, Patrick. “THE HYDRAULIC PERFORMANCE OF PERFORATED PIPE UNDER-DRAINS SURROUNDED BY LOOSE AGGREGATE.” 2013. Web. 18 Oct 2019.

Vancouver:

Murphy P. THE HYDRAULIC PERFORMANCE OF PERFORATED PIPE UNDER-DRAINS SURROUNDED BY LOOSE AGGREGATE. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/1639.

Council of Science Editors:

Murphy P. THE HYDRAULIC PERFORMANCE OF PERFORATED PIPE UNDER-DRAINS SURROUNDED BY LOOSE AGGREGATE. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1639

18. Neptune, Andrew. Optimization of Porous Pavement Mixtures Based on Aggregate Structure.

Degree: PhD, Civil Engineering, 2013, Clemson University

  Porous pavements are sustainable features that are used to help manage the quantity and quality of stormwater runoff. These pavements may include porous asphalt,… (more)

Subjects/Keywords: abrasion loss; aggregate properties; optimization; permeability; pervious concrete; simplex-centroid design; Civil and Environmental Engineering

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APA (6th Edition):

Neptune, A. (2013). Optimization of Porous Pavement Mixtures Based on Aggregate Structure. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1209

Chicago Manual of Style (16th Edition):

Neptune, Andrew. “Optimization of Porous Pavement Mixtures Based on Aggregate Structure.” 2013. Doctoral Dissertation, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_dissertations/1209.

MLA Handbook (7th Edition):

Neptune, Andrew. “Optimization of Porous Pavement Mixtures Based on Aggregate Structure.” 2013. Web. 18 Oct 2019.

Vancouver:

Neptune A. Optimization of Porous Pavement Mixtures Based on Aggregate Structure. [Internet] [Doctoral dissertation]. Clemson University; 2013. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_dissertations/1209.

Council of Science Editors:

Neptune A. Optimization of Porous Pavement Mixtures Based on Aggregate Structure. [Doctoral Dissertation]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_dissertations/1209

19. Love, Katelyn. Influence of Different Rubber Modified Binder Variables on Performance Properties of Porous Asphalt Mixtures.

Degree: ME, Civil Engineering, 2014, Clemson University

  Porous asphalt is a type of pavement in which surface water can permeate down into the subbase below. Open graded friction course (OGFC) is… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Love, K. (2014). Influence of Different Rubber Modified Binder Variables on Performance Properties of Porous Asphalt Mixtures. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2009

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):

Love, Katelyn. “Influence of Different Rubber Modified Binder Variables on Performance Properties of Porous Asphalt Mixtures.” 2014. Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/2009.

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

MLA Handbook (7th Edition):

Love, Katelyn. “Influence of Different Rubber Modified Binder Variables on Performance Properties of Porous Asphalt Mixtures.” 2014. Web. 18 Oct 2019.

Vancouver:

Love K. Influence of Different Rubber Modified Binder Variables on Performance Properties of Porous Asphalt Mixtures. [Internet] [Thesis]. Clemson University; 2014. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/2009.

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

Council of Science Editors:

Love K. Influence of Different Rubber Modified Binder Variables on Performance Properties of Porous Asphalt Mixtures. [Thesis]. Clemson University; 2014. Available from: https://tigerprints.clemson.edu/all_theses/2009

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


Clemson University

20. Skidmore, Benjamin. Synthesis of Optimal Usage of Available Aggregates in Highway Construction and Maintenance.

Degree: MS, Civil Engineering, 2009, Clemson University

 The optimization of the available aggregates for highway construction and maintenance is vital both from an economic and environmental perspective. By not optimizing the aggregate… (more)

Subjects/Keywords: aggregate; gradation; optimization; Civil Engineering

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APA (6th Edition):

Skidmore, B. (2009). Synthesis of Optimal Usage of Available Aggregates in Highway Construction and Maintenance. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/620

Chicago Manual of Style (16th Edition):

Skidmore, Benjamin. “Synthesis of Optimal Usage of Available Aggregates in Highway Construction and Maintenance.” 2009. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/620.

MLA Handbook (7th Edition):

Skidmore, Benjamin. “Synthesis of Optimal Usage of Available Aggregates in Highway Construction and Maintenance.” 2009. Web. 18 Oct 2019.

Vancouver:

Skidmore B. Synthesis of Optimal Usage of Available Aggregates in Highway Construction and Maintenance. [Internet] [Masters thesis]. Clemson University; 2009. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/620.

Council of Science Editors:

Skidmore B. Synthesis of Optimal Usage of Available Aggregates in Highway Construction and Maintenance. [Masters Thesis]. Clemson University; 2009. Available from: https://tigerprints.clemson.edu/all_theses/620


Clemson University

21. Grayson, Carmen. Crumb Rubber as a Sorption Medium for Ethylbenzene in Aqueous Solution.

Degree: MS, Civil Engineering, 2008, Clemson University

 Scrap tires have always been an environmental concern. In 2005, more than 299 million scrap tires were generated in the U.S., 259 million of which… (more)

Subjects/Keywords: Scrap tires; crumb rubber; VOC; Ethylbenzene; partitioning coefficient; water pollution; remediation; Civil Engineering

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APA (6th Edition):

Grayson, C. (2008). Crumb Rubber as a Sorption Medium for Ethylbenzene in Aqueous Solution. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/464

Chicago Manual of Style (16th Edition):

Grayson, Carmen. “Crumb Rubber as a Sorption Medium for Ethylbenzene in Aqueous Solution.” 2008. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/464.

MLA Handbook (7th Edition):

Grayson, Carmen. “Crumb Rubber as a Sorption Medium for Ethylbenzene in Aqueous Solution.” 2008. Web. 18 Oct 2019.

Vancouver:

Grayson C. Crumb Rubber as a Sorption Medium for Ethylbenzene in Aqueous Solution. [Internet] [Masters thesis]. Clemson University; 2008. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/464.

Council of Science Editors:

Grayson C. Crumb Rubber as a Sorption Medium for Ethylbenzene in Aqueous Solution. [Masters Thesis]. Clemson University; 2008. Available from: https://tigerprints.clemson.edu/all_theses/464


Clemson University

22. Neptune, Andrew. Investigation of the Effects of Aggregate Properties and Gradation on Pervious Concrete Mixtures.

Degree: MS, Civil Engineering, 2008, Clemson University

  Pervious concrete is a concrete mixture prepared from cement, aggregates, water, little or no fines and in some cases admixtures. It has been considered… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Neptune, A. (2008). Investigation of the Effects of Aggregate Properties and Gradation on Pervious Concrete Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/460

Chicago Manual of Style (16th Edition):

Neptune, Andrew. “Investigation of the Effects of Aggregate Properties and Gradation on Pervious Concrete Mixtures.” 2008. Masters Thesis, Clemson University. Accessed October 18, 2019. https://tigerprints.clemson.edu/all_theses/460.

MLA Handbook (7th Edition):

Neptune, Andrew. “Investigation of the Effects of Aggregate Properties and Gradation on Pervious Concrete Mixtures.” 2008. Web. 18 Oct 2019.

Vancouver:

Neptune A. Investigation of the Effects of Aggregate Properties and Gradation on Pervious Concrete Mixtures. [Internet] [Masters thesis]. Clemson University; 2008. [cited 2019 Oct 18]. Available from: https://tigerprints.clemson.edu/all_theses/460.

Council of Science Editors:

Neptune A. Investigation of the Effects of Aggregate Properties and Gradation on Pervious Concrete Mixtures. [Masters Thesis]. Clemson University; 2008. Available from: https://tigerprints.clemson.edu/all_theses/460

.