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You searched for subject:(pavement responses). Showing records 1 – 5 of 5 total matches.

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University of Illinois – Urbana-Champaign

1. Hernandez, Jaime Alberto. Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 Even though continuous improvements have been seen in the analysis of flexible pavements, one of the most important factors is still oversimplified: the tire. This… (more)

Subjects/Keywords: Tire-pavement interaction; pavement responses; rolling resistance; contact stresses; finite element modeling

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

APA (6th Edition):

Hernandez, J. A. (2015). Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89127

Chicago Manual of Style (16th Edition):

Hernandez, Jaime Alberto. “Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/89127.

MLA Handbook (7th Edition):

Hernandez, Jaime Alberto. “Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions.” 2015. Web. 20 Jan 2021.

Vancouver:

Hernandez JA. Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/89127.

Council of Science Editors:

Hernandez JA. Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89127

2. Kazemi, Seyed-Farzan. 3D-FAST: Three-Dimensional Fourier Analysis of Pavement Structures Under Transient Loading.

Degree: 2018, University of Nevada – Reno

 3D-FAST is a finite-layer model to compute pavement mechanical responses under dynamic (i.e., time-variable) non-uniform load of any shape. Surface loads, including vertical load and… (more)

Subjects/Keywords: 3D-FAST; Dynamic Loading; Finite-Layer Modeling; Fourier Transform; Pavement Engineering; Pavement Responses; WRSC

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APA (6th Edition):

Kazemi, S. (2018). 3D-FAST: Three-Dimensional Fourier Analysis of Pavement Structures Under Transient Loading. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3445

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):

Kazemi, Seyed-Farzan. “3D-FAST: Three-Dimensional Fourier Analysis of Pavement Structures Under Transient Loading.” 2018. Thesis, University of Nevada – Reno. Accessed January 20, 2021. http://hdl.handle.net/11714/3445.

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

MLA Handbook (7th Edition):

Kazemi, Seyed-Farzan. “3D-FAST: Three-Dimensional Fourier Analysis of Pavement Structures Under Transient Loading.” 2018. Web. 20 Jan 2021.

Vancouver:

Kazemi S. 3D-FAST: Three-Dimensional Fourier Analysis of Pavement Structures Under Transient Loading. [Internet] [Thesis]. University of Nevada – Reno; 2018. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/11714/3445.

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

Council of Science Editors:

Kazemi S. 3D-FAST: Three-Dimensional Fourier Analysis of Pavement Structures Under Transient Loading. [Thesis]. University of Nevada – Reno; 2018. Available from: http://hdl.handle.net/11714/3445

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


Indian Institute of Science

3. Dilip, Deepthi Mary. Stochastic Modelling of Flexible Pavement Performance.

Degree: PhD, Faculty of Engineering, 2017, Indian Institute of Science

 Stochastic analysis provides a rationale for the treatment of uncertainties, founded on the principles of probability theory and statistics, and is concerned with a quantifiable… (more)

Subjects/Keywords: Flexible Pavements; Pavement Performance; Flexible Pavement Performance Models; Pavement Management System; Global Sensitivity Analysis; Mechanistic-Empirical Pavement Design; Flexible Pavement System Reliability Analysis; Pavement Structural Modelling; Flexible Pavement Design; Flexible Pavement Responses; Long Lasting Pavements; Pavement Structures; Civil Engineering

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

APA (6th Edition):

Dilip, D. M. (2017). Stochastic Modelling of Flexible Pavement Performance. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2766

Chicago Manual of Style (16th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2017. Doctoral Dissertation, Indian Institute of Science. Accessed January 20, 2021. http://etd.iisc.ac.in/handle/2005/2766.

MLA Handbook (7th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2017. Web. 20 Jan 2021.

Vancouver:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2017. [cited 2021 Jan 20]. Available from: http://etd.iisc.ac.in/handle/2005/2766.

Council of Science Editors:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Doctoral Dissertation]. Indian Institute of Science; 2017. Available from: http://etd.iisc.ac.in/handle/2005/2766

4. Ahsanuzzaman, MD. Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses.

Degree: 2013, University of Nevada – Reno

 The purpose of this research was to evaluate the dynamic variation in asphalt pavement critical responses due to dynamic tire load variations. An attempt was… (more)

Subjects/Keywords: Dynamic Load Cofficient; Dynamic Response Coefficient; Flexible Pavement Response Evaluation due to Dynamic Tire Loads by 3D Move Program; Impact of Dynamic Loads in Flexible Pavement Responses; Pavement Responses due to Dynamic Tire Loads; Tire Pavement Interactions due to Dynamic Load; WRSC

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

APA (6th Edition):

Ahsanuzzaman, M. (2013). Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3254

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):

Ahsanuzzaman, MD. “Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses.” 2013. Thesis, University of Nevada – Reno. Accessed January 20, 2021. http://hdl.handle.net/11714/3254.

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

MLA Handbook (7th Edition):

Ahsanuzzaman, MD. “Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses.” 2013. Web. 20 Jan 2021.

Vancouver:

Ahsanuzzaman M. Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses. [Internet] [Thesis]. University of Nevada – Reno; 2013. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/11714/3254.

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

Council of Science Editors:

Ahsanuzzaman M. Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses. [Thesis]. University of Nevada – Reno; 2013. Available from: http://hdl.handle.net/11714/3254

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


Ohio University

5. Mao, Baimin. Predicting resilient modulus of highway subgrade soils in Ohio.

Degree: MS, Civil Engineering (Engineering), 1995, Ohio University

Predicting resilient modulus of highway subgrade soils in Ohio Advisors/Committee Members: Sargand, Shad (Advisor).

Subjects/Keywords: Engineering, Civil; Pavement Structural Responses; Deformation; Resilient Modulus

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

APA (6th Edition):

Mao, B. (1995). Predicting resilient modulus of highway subgrade soils in Ohio. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179257407

Chicago Manual of Style (16th Edition):

Mao, Baimin. “Predicting resilient modulus of highway subgrade soils in Ohio.” 1995. Masters Thesis, Ohio University. Accessed January 20, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179257407.

MLA Handbook (7th Edition):

Mao, Baimin. “Predicting resilient modulus of highway subgrade soils in Ohio.” 1995. Web. 20 Jan 2021.

Vancouver:

Mao B. Predicting resilient modulus of highway subgrade soils in Ohio. [Internet] [Masters thesis]. Ohio University; 1995. [cited 2021 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179257407.

Council of Science Editors:

Mao B. Predicting resilient modulus of highway subgrade soils in Ohio. [Masters Thesis]. Ohio University; 1995. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179257407

.