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You searched for subject:(Falling Weight Deflectometer). Showing records 1 – 30 of 40 total matches.

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1. Bueno, Lucas Dotto. AVALIAÇÃO DEFLECTOMÉTRICA E DE RIGIDEZ: ESTUDO DE CASO EM TRÊS TRECHOS MONITORADOS EM SANTA MARIA/RS.

Degree: 2016, Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil

Petróleo Brasileiro S/A

It is unusual practice, in national projects of new pavements and restorations, the consideration of viscoelastic behavior and non-linear elastic of materials… (more)

Subjects/Keywords: Viga Benkelman; Falling Weight Deflectometer; Retroanálise; Não linearidade; Benkelman beam; Falling Weight Deflectometer; Backcalculation; Nonlinearity; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL

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

APA (6th Edition):

Bueno, L. D. (2016). AVALIAÇÃO DEFLECTOMÉTRICA E DE RIGIDEZ: ESTUDO DE CASO EM TRÊS TRECHOS MONITORADOS EM SANTA MARIA/RS. (Masters Thesis). Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil. Retrieved from http://repositorio.ufsm.br/handle/1/7926

Chicago Manual of Style (16th Edition):

Bueno, Lucas Dotto. “AVALIAÇÃO DEFLECTOMÉTRICA E DE RIGIDEZ: ESTUDO DE CASO EM TRÊS TRECHOS MONITORADOS EM SANTA MARIA/RS.” 2016. Masters Thesis, Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil. Accessed April 12, 2021. http://repositorio.ufsm.br/handle/1/7926.

MLA Handbook (7th Edition):

Bueno, Lucas Dotto. “AVALIAÇÃO DEFLECTOMÉTRICA E DE RIGIDEZ: ESTUDO DE CASO EM TRÊS TRECHOS MONITORADOS EM SANTA MARIA/RS.” 2016. Web. 12 Apr 2021.

Vancouver:

Bueno LD. AVALIAÇÃO DEFLECTOMÉTRICA E DE RIGIDEZ: ESTUDO DE CASO EM TRÊS TRECHOS MONITORADOS EM SANTA MARIA/RS. [Internet] [Masters thesis]. Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil; 2016. [cited 2021 Apr 12]. Available from: http://repositorio.ufsm.br/handle/1/7926.

Council of Science Editors:

Bueno LD. AVALIAÇÃO DEFLECTOMÉTRICA E DE RIGIDEZ: ESTUDO DE CASO EM TRÊS TRECHOS MONITORADOS EM SANTA MARIA/RS. [Masters Thesis]. Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil; 2016. Available from: http://repositorio.ufsm.br/handle/1/7926


Louisiana State University

2. Elbagalati, Omar Salaheldin. A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System.

Degree: PhD, Civil and Environmental Engineering, 2016, Louisiana State University

 Non-structural factors such as surface distresses and ride quality have been commonly used as the main indicators of in-service pavement conditions. In the last decade,… (more)

Subjects/Keywords: Pavement Management; Falling Weight Deflectometer; Rolling Wheel Deflectometer; FWD; RWD; NDT; Pavement Structural Condition; Pavement Deflection; PMS

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APA (6th Edition):

Elbagalati, O. S. (2016). A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418

Chicago Manual of Style (16th Edition):

Elbagalati, Omar Salaheldin. “A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System.” 2016. Doctoral Dissertation, Louisiana State University. Accessed April 12, 2021. etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418.

MLA Handbook (7th Edition):

Elbagalati, Omar Salaheldin. “A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System.” 2016. Web. 12 Apr 2021.

Vancouver:

Elbagalati OS. A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System. [Internet] [Doctoral dissertation]. Louisiana State University; 2016. [cited 2021 Apr 12]. Available from: etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418.

Council of Science Editors:

Elbagalati OS. A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System. [Doctoral Dissertation]. Louisiana State University; 2016. Available from: etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418


University of Manitoba

3. Al-Abbasi, Ali. Non-destructive testing for optimizing the rehabilitation of rigid pavements.

Degree: Civil Engineering, 2020, University of Manitoba

 FWD testing was completed on three urban arterial sections and six residential streets prior to and after rehabilitation to select the appropriate layout for FWD… (more)

Subjects/Keywords: FWD; Rigid Pavement; Falling Weight Deflectometer; Composite Pavements; Load Transfer; Void detection; Pavement rehabilitation

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APA (6th Edition):

Al-Abbasi, A. (2020). Non-destructive testing for optimizing the rehabilitation of rigid pavements. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34575

Chicago Manual of Style (16th Edition):

Al-Abbasi, Ali. “Non-destructive testing for optimizing the rehabilitation of rigid pavements.” 2020. Masters Thesis, University of Manitoba. Accessed April 12, 2021. http://hdl.handle.net/1993/34575.

MLA Handbook (7th Edition):

Al-Abbasi, Ali. “Non-destructive testing for optimizing the rehabilitation of rigid pavements.” 2020. Web. 12 Apr 2021.

Vancouver:

Al-Abbasi A. Non-destructive testing for optimizing the rehabilitation of rigid pavements. [Internet] [Masters thesis]. University of Manitoba; 2020. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/1993/34575.

Council of Science Editors:

Al-Abbasi A. Non-destructive testing for optimizing the rehabilitation of rigid pavements. [Masters Thesis]. University of Manitoba; 2020. Available from: http://hdl.handle.net/1993/34575


Boise State University

4. Rabbi, Md. Fazle. Effect of Subsurface Conditions on Flexible Pavement Behavior: Non-Destructive Testing and Mechanistic Analysis.

Degree: 2018, Boise State University

 The behavior of flexible pavements under traffic and environmental loading can be significantly affected by subsurface conditions. Inadequate support conditions under the surface can lead… (more)

Subjects/Keywords: Falling Weight Deflectometer; Deflection Basin Parameters; polyurethane grout injection; finite element analysis; Transportation Engineering

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APA (6th Edition):

Rabbi, M. F. (2018). Effect of Subsurface Conditions on Flexible Pavement Behavior: Non-Destructive Testing and Mechanistic Analysis. (Thesis). Boise State University. Retrieved from https://scholarworks.boisestate.edu/td/1489

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):

Rabbi, Md Fazle. “Effect of Subsurface Conditions on Flexible Pavement Behavior: Non-Destructive Testing and Mechanistic Analysis.” 2018. Thesis, Boise State University. Accessed April 12, 2021. https://scholarworks.boisestate.edu/td/1489.

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

MLA Handbook (7th Edition):

Rabbi, Md Fazle. “Effect of Subsurface Conditions on Flexible Pavement Behavior: Non-Destructive Testing and Mechanistic Analysis.” 2018. Web. 12 Apr 2021.

Vancouver:

Rabbi MF. Effect of Subsurface Conditions on Flexible Pavement Behavior: Non-Destructive Testing and Mechanistic Analysis. [Internet] [Thesis]. Boise State University; 2018. [cited 2021 Apr 12]. Available from: https://scholarworks.boisestate.edu/td/1489.

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

Council of Science Editors:

Rabbi MF. Effect of Subsurface Conditions on Flexible Pavement Behavior: Non-Destructive Testing and Mechanistic Analysis. [Thesis]. Boise State University; 2018. Available from: https://scholarworks.boisestate.edu/td/1489

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


University of Arkansas

5. Rawn, Jeremy David. Rapid Condition Assessment of Bridges By Falling Weight Deflectometer.

Degree: MSCE, 2014, University of Arkansas

  The objective of this thesis is to investigate the feasibility of using a Falling Weight Deflectometer (FWD) as an impact source to rapidly assess… (more)

Subjects/Keywords: Bridge Testing; Falling Weight Deflectometer; Modal Analysis; Multi Reference Impact Testing; Civil Engineering

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APA (6th Edition):

Rawn, J. D. (2014). Rapid Condition Assessment of Bridges By Falling Weight Deflectometer. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2290

Chicago Manual of Style (16th Edition):

Rawn, Jeremy David. “Rapid Condition Assessment of Bridges By Falling Weight Deflectometer.” 2014. Masters Thesis, University of Arkansas. Accessed April 12, 2021. https://scholarworks.uark.edu/etd/2290.

MLA Handbook (7th Edition):

Rawn, Jeremy David. “Rapid Condition Assessment of Bridges By Falling Weight Deflectometer.” 2014. Web. 12 Apr 2021.

Vancouver:

Rawn JD. Rapid Condition Assessment of Bridges By Falling Weight Deflectometer. [Internet] [Masters thesis]. University of Arkansas; 2014. [cited 2021 Apr 12]. Available from: https://scholarworks.uark.edu/etd/2290.

Council of Science Editors:

Rawn JD. Rapid Condition Assessment of Bridges By Falling Weight Deflectometer. [Masters Thesis]. University of Arkansas; 2014. Available from: https://scholarworks.uark.edu/etd/2290


University of Illinois – Urbana-Champaign

6. Kazmee, Hasan. Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Unbound aggregate layers are frequently used as remedial alternatives for weak subgrade soils. With the recent focus on sustainable construction practices, ever-increasing transportation cost, and… (more)

Subjects/Keywords: Unbound granular layer; aggregate; low volume roads; accelerated pavement testing; rutting; falling weight deflectometer; large-scale triaxial testing

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APA (6th Edition):

Kazmee, H. (2018). Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/101130

Chicago Manual of Style (16th Edition):

Kazmee, Hasan. “Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 12, 2021. http://hdl.handle.net/2142/101130.

MLA Handbook (7th Edition):

Kazmee, Hasan. “Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications.” 2018. Web. 12 Apr 2021.

Vancouver:

Kazmee H. Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/2142/101130.

Council of Science Editors:

Kazmee H. Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/101130

7. Pinto Filho, Washington Luiz. Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais.

Degree: 2013, Universidade Federal do Amazonas

A cidade de Manaus apresenta uma das maiores taxas de crescimento médio da frota de veículos, segundo dados do DENATRAN. Nos últimos 10 anos, a… (more)

Subjects/Keywords: Falling Weight Deflectometer; Raio de Curvatura; Deflexões admissíveis; Microtextura; Macrotextura; Bend Radius; Allowable deflection; Microtexture; Macrotexture; ENGENHARIAS: ENGENHARIA CIVIL

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APA (6th Edition):

Pinto Filho, W. L. (2013). Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais. (Masters Thesis). Universidade Federal do Amazonas. Retrieved from http://tede.ufam.edu.br/handle/tede/4621

Chicago Manual of Style (16th Edition):

Pinto Filho, Washington Luiz. “Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais.” 2013. Masters Thesis, Universidade Federal do Amazonas. Accessed April 12, 2021. http://tede.ufam.edu.br/handle/tede/4621.

MLA Handbook (7th Edition):

Pinto Filho, Washington Luiz. “Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais.” 2013. Web. 12 Apr 2021.

Vancouver:

Pinto Filho WL. Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais. [Internet] [Masters thesis]. Universidade Federal do Amazonas; 2013. [cited 2021 Apr 12]. Available from: http://tede.ufam.edu.br/handle/tede/4621.

Council of Science Editors:

Pinto Filho WL. Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais. [Masters Thesis]. Universidade Federal do Amazonas; 2013. Available from: http://tede.ufam.edu.br/handle/tede/4621


KTH

8. Sveinsdóttir, Berglind Ösp. Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method.

Degree: Transport Science, 2011, KTH

  The bearing capacity of a road decreases greatly during spring thaw, when the previously frozen road begins to thaw. The extent of this decrease… (more)

Subjects/Keywords: Falling Weight Deflectometer (FWD); multilayer elastic theory; backcalculation; deflection basin indices; EVERCALC; spring thawweakening; bearing capacity of roads; moisture content; temperature

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APA (6th Edition):

Sveinsdóttir, B. . (2011). Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981

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):

Sveinsdóttir, Berglind Ösp. “Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method.” 2011. Thesis, KTH. Accessed April 12, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981.

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

MLA Handbook (7th Edition):

Sveinsdóttir, Berglind Ösp. “Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method.” 2011. Web. 12 Apr 2021.

Vancouver:

Sveinsdóttir B. Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method. [Internet] [Thesis]. KTH; 2011. [cited 2021 Apr 12]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981.

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

Council of Science Editors:

Sveinsdóttir B. Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method. [Thesis]. KTH; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981

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


Iowa State University

9. Zhang, Yang. Assessing Seasonal Performance, Stiffness, and Support Conditions of Pavement Foundations.

Degree: 2016, Iowa State University

 Seasonal freeze-thaw cycles in cold regions are a key factor leading to pavement damage. The duration and penetration depth of freeze-thaw cycles in the foundation… (more)

Subjects/Keywords: Falling Weight Deflectometer; Freeze-thaw Cycle; Frost Penetration; Pavement Foundation; Seasonal Variation; Support Condition; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Zhang, Y. (2016). Assessing Seasonal Performance, Stiffness, and Support Conditions of Pavement Foundations. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15474

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, Yang. “Assessing Seasonal Performance, Stiffness, and Support Conditions of Pavement Foundations.” 2016. Thesis, Iowa State University. Accessed April 12, 2021. https://lib.dr.iastate.edu/etd/15474.

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

MLA Handbook (7th Edition):

Zhang, Yang. “Assessing Seasonal Performance, Stiffness, and Support Conditions of Pavement Foundations.” 2016. Web. 12 Apr 2021.

Vancouver:

Zhang Y. Assessing Seasonal Performance, Stiffness, and Support Conditions of Pavement Foundations. [Internet] [Thesis]. Iowa State University; 2016. [cited 2021 Apr 12]. Available from: https://lib.dr.iastate.edu/etd/15474.

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. Assessing Seasonal Performance, Stiffness, and Support Conditions of Pavement Foundations. [Thesis]. Iowa State University; 2016. Available from: https://lib.dr.iastate.edu/etd/15474

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


University of Texas – Austin

10. Peddibhotla, Sruthi Sree Sravya. Implementation of a network-level pavement structural condition index based on falling weight deflectometer data.

Degree: Masters of Science in Engineering, Civil Engineering, 2010, University of Texas – Austin

 The Texas Department of Transportation (TxDOT) uses the Pavement Management Information Systems (PMIS) to store and analyze pavement data, and to summarize information needed to… (more)

Subjects/Keywords: Road maintenance; Falling weight deflectometer; Structural condition; Pavement

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APA (6th Edition):

Peddibhotla, S. S. S. (2010). Implementation of a network-level pavement structural condition index based on falling weight deflectometer data. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/10001

Chicago Manual of Style (16th Edition):

Peddibhotla, Sruthi Sree Sravya. “Implementation of a network-level pavement structural condition index based on falling weight deflectometer data.” 2010. Masters Thesis, University of Texas – Austin. Accessed April 12, 2021. http://hdl.handle.net/2152/10001.

MLA Handbook (7th Edition):

Peddibhotla, Sruthi Sree Sravya. “Implementation of a network-level pavement structural condition index based on falling weight deflectometer data.” 2010. Web. 12 Apr 2021.

Vancouver:

Peddibhotla SSS. Implementation of a network-level pavement structural condition index based on falling weight deflectometer data. [Internet] [Masters thesis]. University of Texas – Austin; 2010. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/2152/10001.

Council of Science Editors:

Peddibhotla SSS. Implementation of a network-level pavement structural condition index based on falling weight deflectometer data. [Masters Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/10001


Ohio University

11. Zhu, Junqing. Forensic Study and Finite Element Modeling of Unbonded Concrete Overlay Pavements on Interstate 70 & 77 in Ohio.

Degree: PhD, Civil Engineering (Engineering and Technology), 2017, Ohio University

 The installation of an unbonded concrete overlay (UBCO) is a widely-used rehabilitation technique by Ohio Department of Transportation (ODOT). For the most part these overlays… (more)

Subjects/Keywords: Civil Engineering; unbonded concrete overlay; pavement distress; forensic investigation; falling weight deflectometer; MIT-scan2; finite element method; HIPERPAV

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APA (6th Edition):

Zhu, J. (2017). Forensic Study and Finite Element Modeling of Unbonded Concrete Overlay Pavements on Interstate 70 & 77 in Ohio. (Doctoral Dissertation). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1501156328255479

Chicago Manual of Style (16th Edition):

Zhu, Junqing. “Forensic Study and Finite Element Modeling of Unbonded Concrete Overlay Pavements on Interstate 70 & 77 in Ohio.” 2017. Doctoral Dissertation, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1501156328255479.

MLA Handbook (7th Edition):

Zhu, Junqing. “Forensic Study and Finite Element Modeling of Unbonded Concrete Overlay Pavements on Interstate 70 & 77 in Ohio.” 2017. Web. 12 Apr 2021.

Vancouver:

Zhu J. Forensic Study and Finite Element Modeling of Unbonded Concrete Overlay Pavements on Interstate 70 & 77 in Ohio. [Internet] [Doctoral dissertation]. Ohio University; 2017. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1501156328255479.

Council of Science Editors:

Zhu J. Forensic Study and Finite Element Modeling of Unbonded Concrete Overlay Pavements on Interstate 70 & 77 in Ohio. [Doctoral Dissertation]. Ohio University; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1501156328255479


Ohio University

12. Mehta, Jay. Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements.

Degree: MS, Civil Engineering (Engineering), 1990, Ohio University

Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements Advisors/Committee Members: Hazen, Glen (Advisor).

Subjects/Keywords: Engineering, Civil; Rigid Pavement; Dynaflect; Falling Weight Deflectometer Measurements

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APA (6th Edition):

Mehta, J. (1990). Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183652762

Chicago Manual of Style (16th Edition):

Mehta, Jay. “Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements.” 1990. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183652762.

MLA Handbook (7th Edition):

Mehta, Jay. “Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements.” 1990. Web. 12 Apr 2021.

Vancouver:

Mehta J. Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements. [Internet] [Masters thesis]. Ohio University; 1990. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183652762.

Council of Science Editors:

Mehta J. Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements. [Masters Thesis]. Ohio University; 1990. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183652762


University of Akron

13. Alkasawneh, Wael Mohammad. Backcalculation of Pavement Moduli Using Genetic Algorithms.

Degree: PhD, Civil Engineering, 2007, University of Akron

 The static elastic moduli of pavement layers can be considered to be among the most controversial physical properties in pavement engineering. In addition, pavement analysis… (more)

Subjects/Keywords: Engineering, Civil; Genetic Algorithms; Pavement; Backcalculation; Falling Weight Deflectometer

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APA (6th Edition):

Alkasawneh, W. M. (2007). Backcalculation of Pavement Moduli Using Genetic Algorithms. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1176831189

Chicago Manual of Style (16th Edition):

Alkasawneh, Wael Mohammad. “Backcalculation of Pavement Moduli Using Genetic Algorithms.” 2007. Doctoral Dissertation, University of Akron. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=akron1176831189.

MLA Handbook (7th Edition):

Alkasawneh, Wael Mohammad. “Backcalculation of Pavement Moduli Using Genetic Algorithms.” 2007. Web. 12 Apr 2021.

Vancouver:

Alkasawneh WM. Backcalculation of Pavement Moduli Using Genetic Algorithms. [Internet] [Doctoral dissertation]. University of Akron; 2007. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1176831189.

Council of Science Editors:

Alkasawneh WM. Backcalculation of Pavement Moduli Using Genetic Algorithms. [Doctoral Dissertation]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1176831189

14. Pinto Filho, Washington Luiz. Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais.

Degree: 2013, Universidade Federal do Amazonas; Programa de Pós-graduação em Engenharia Civil; UFAM; Brasil; Faculdade de Tecnologia

Submitted by Geyciane Santos ([email protected]) on 2015-09-30T14:23:40Z No. of bitstreams: 1 Dissertação - Washington Luiz Pinto Filho.pdf: 8211076 bytes, checksum: 5b0146ee71fe71f4ffea30a9fca0f822 (MD5)

Approved for entry… (more)

Subjects/Keywords: Falling Weight Deflectometer; Raio de Curvatura; Deflexões admissíveis; Microtextura; Macrotextura; Bend Radius; Allowable deflection; Microtexture; Macrotexture; ENGENHARIAS: ENGENHARIA CIVIL

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APA (6th Edition):

Pinto Filho, W. L. (2013). Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais. (Masters Thesis). Universidade Federal do Amazonas; Programa de Pós-graduação em Engenharia Civil; UFAM; Brasil; Faculdade de Tecnologia. Retrieved from http://tede.ufam.edu.br/handle/tede/4621

Chicago Manual of Style (16th Edition):

Pinto Filho, Washington Luiz. “Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais.” 2013. Masters Thesis, Universidade Federal do Amazonas; Programa de Pós-graduação em Engenharia Civil; UFAM; Brasil; Faculdade de Tecnologia. Accessed April 12, 2021. http://tede.ufam.edu.br/handle/tede/4621.

MLA Handbook (7th Edition):

Pinto Filho, Washington Luiz. “Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais.” 2013. Web. 12 Apr 2021.

Vancouver:

Pinto Filho WL. Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais. [Internet] [Masters thesis]. Universidade Federal do Amazonas; Programa de Pós-graduação em Engenharia Civil; UFAM; Brasil; Faculdade de Tecnologia; 2013. [cited 2021 Apr 12]. Available from: http://tede.ufam.edu.br/handle/tede/4621.

Council of Science Editors:

Pinto Filho WL. Avaliação e diagnóstico de vias urbanas expressas de Manaus: condições estruturais e funcionais. [Masters Thesis]. Universidade Federal do Amazonas; Programa de Pós-graduação em Engenharia Civil; UFAM; Brasil; Faculdade de Tecnologia; 2013. Available from: http://tede.ufam.edu.br/handle/tede/4621

15. NASCIMENTO, Mauro Henrique Alves. Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário.

Degree: 2017, Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN

Submitted by Lucienne Costa ([email protected]) on 2018-04-13T18:16:49Z No. of bitstreams: 1 MAURO HENRIQUE ALVES NASCIMENTO – DISSERTAÇÃO (PPGECA) 2017.pdf: 22942682 bytes, checksum: d52bbbcac224ea9695c0dd3c9ffc12d1 (MD5)

Made… (more)

Subjects/Keywords: Ciências; Engenharias; Pavimento Aeroportuário; Slippage; Avaliação Estrutural; Falling Weight Deflectometer (FWD); Retroanálise; Airport Pavement; Structural Evaluation; Retroanalysis

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APA (6th Edition):

NASCIMENTO, M. H. A. (2017). Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário. (Masters Thesis). Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN. Retrieved from http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386

Chicago Manual of Style (16th Edition):

NASCIMENTO, Mauro Henrique Alves. “Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário.” 2017. Masters Thesis, Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN. Accessed April 12, 2021. http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386.

MLA Handbook (7th Edition):

NASCIMENTO, Mauro Henrique Alves. “Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário.” 2017. Web. 12 Apr 2021.

Vancouver:

NASCIMENTO MHA. Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário. [Internet] [Masters thesis]. Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN; 2017. [cited 2021 Apr 12]. Available from: http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386.

Council of Science Editors:

NASCIMENTO MHA. Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário. [Masters Thesis]. Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN; 2017. Available from: http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386

16. Warrag, Ahmed Esam Eldin Ibrahim. Laboratory and Field Evaluation of Performance-Engineered Stress Relief Courses in Nevada.

Degree: 2020, University of Nevada – Reno

 Asphalt Concrete (AC) overlay is one of the most common technique used by Nevada Department of Transportation (NDOT) to maintain and repair aged and deteriorated… (more)

Subjects/Keywords: AASHTOWare Pavement ME; Asphalt interlayer; Asphalt overlay; Falling weight deflectometer; Performance-based mix design; Reflective cracking

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

APA (6th Edition):

Warrag, A. E. E. I. (2020). Laboratory and Field Evaluation of Performance-Engineered Stress Relief Courses in Nevada. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/7618

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):

Warrag, Ahmed Esam Eldin Ibrahim. “Laboratory and Field Evaluation of Performance-Engineered Stress Relief Courses in Nevada.” 2020. Thesis, University of Nevada – Reno. Accessed April 12, 2021. http://hdl.handle.net/11714/7618.

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

MLA Handbook (7th Edition):

Warrag, Ahmed Esam Eldin Ibrahim. “Laboratory and Field Evaluation of Performance-Engineered Stress Relief Courses in Nevada.” 2020. Web. 12 Apr 2021.

Vancouver:

Warrag AEEI. Laboratory and Field Evaluation of Performance-Engineered Stress Relief Courses in Nevada. [Internet] [Thesis]. University of Nevada – Reno; 2020. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/11714/7618.

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

Council of Science Editors:

Warrag AEEI. Laboratory and Field Evaluation of Performance-Engineered Stress Relief Courses in Nevada. [Thesis]. University of Nevada – Reno; 2020. Available from: http://hdl.handle.net/11714/7618

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


University of Texas – Austin

17. Lee, Jung Su, active 21st century. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.

Degree: PhD, Civil Engineering, 2014, University of Texas – Austin

 A Rolling Dynamic Deflectometer (RDD) is a nondestructive testing device for determining continuous deflection profiles of pavements. Theses deflection profiles can be used more effectively… (more)

Subjects/Keywords: Rolling dynamic deflectometer; Fourth-generation rolling sensor; Total pavement acceptance device; Nondestructive deflection measurements; Multi-function device; Structural conditions of the pavement; Jointed concrete pavement and falling weight deflectometer

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APA (6th Edition):

Lee, Jung Su, a. 2. c. (2014). Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/28350

Chicago Manual of Style (16th Edition):

Lee, Jung Su, active 21st century. “Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.” 2014. Doctoral Dissertation, University of Texas – Austin. Accessed April 12, 2021. http://hdl.handle.net/2152/28350.

MLA Handbook (7th Edition):

Lee, Jung Su, active 21st century. “Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.” 2014. Web. 12 Apr 2021.

Vancouver:

Lee, Jung Su a2c. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2014. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/2152/28350.

Council of Science Editors:

Lee, Jung Su a2c. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. [Doctoral Dissertation]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/28350


Ohio University

18. Schweiger, Daniel J. Instrumentation of flexible pavement.

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

Instrumentation of flexible pavement Advisors/Committee Members: Sargand, Shad (Advisor).

Subjects/Keywords: Engineering, Civil; Linear Variable Differential Transformer; Falling Weight Deflectometer; Multidepth Deflectometer

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APA (6th Edition):

Schweiger, D. J. (1995). Instrumentation of flexible pavement. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178911279

Chicago Manual of Style (16th Edition):

Schweiger, Daniel J. “Instrumentation of flexible pavement.” 1995. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178911279.

MLA Handbook (7th Edition):

Schweiger, Daniel J. “Instrumentation of flexible pavement.” 1995. Web. 12 Apr 2021.

Vancouver:

Schweiger DJ. Instrumentation of flexible pavement. [Internet] [Masters thesis]. Ohio University; 1995. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178911279.

Council of Science Editors:

Schweiger DJ. Instrumentation of flexible pavement. [Masters Thesis]. Ohio University; 1995. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178911279


Vilnius Gediminas Technical University

19. Paliukaitė, Miglė. Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.

Degree: Master, Civil Enginering, 2010, Vilnius Gediminas Technical University

Analizuojama asfalto dangos konstrukcijos elgsena Lietuvos klimato sąlygomis, įvertinant temperatūros ir drėgnio, kaip vienų iš svarbiausių klimato veiksnių, įtaką kelio asfalto dangos konstrukcijos stipriui. Pateikta… (more)

Subjects/Keywords: Dangos konstrukcijos stipris; Kelio dangos konstrukcija; Klimato veiksniai; Eo modulis; Krintančio svorio deflektometras (FWD); Climate factors; Eo modulus; Falling Weight Deflectometer (FWD); Pavement strength; Road pavement

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APA (6th Edition):

Paliukaitė, Miglė. (2010). Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Paliukaitė, Miglė. “Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.” 2010. Masters Thesis, Vilnius Gediminas Technical University. Accessed April 12, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Paliukaitė, Miglė. “Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.” 2010. Web. 12 Apr 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Paliukaitė, Miglė. Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2010. [cited 2021 Apr 12]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Paliukaitė, Miglė. Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas. [Masters Thesis]. Vilnius Gediminas Technical University; 2010. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Brigham Young University

20. Hope, Charles A. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers.

Degree: MS, 2011, Brigham Young University

 A relatively new method used to reduce the amount of cement-treated base (CTB) shrinkage cracking is microcracking of the CTB shortly after construction. Three portable… (more)

Subjects/Keywords: cement-treated base; cement slurry; Clegg impact soil tester; full-depth reclamation; microcracking; portable falling-weight deflectometer; reclaimed asphalt pavement; soil stiffness gauge; stabilization; Civil and Environmental Engineering

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APA (6th Edition):

Hope, C. A. (2011). Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd

Chicago Manual of Style (16th Edition):

Hope, Charles A. “Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers.” 2011. Masters Thesis, Brigham Young University. Accessed April 12, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd.

MLA Handbook (7th Edition):

Hope, Charles A. “Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers.” 2011. Web. 12 Apr 2021.

Vancouver:

Hope CA. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2021 Apr 12]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd.

Council of Science Editors:

Hope CA. Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3964&context=etd


Brno University of Technology

21. Antošová, Klára. Využití dynamického kuželového penetrometru v silničním stavitelství: The Usage of the dynamic cone penetrometer to road buildings.

Degree: 2019, Brno University of Technology

 The work is devoted to the topic of dynamic cone penetrometer use in road construction. The first part deals with the description of the measuring… (more)

Subjects/Keywords: Dynamický kuželový penetrometr; statická zatěžovací zkouška; dynamická zatěžovací zkouška; kalifornský poměr únosnosti; The Dynamic Cone Penetrometer; The Static Load Test; The Light Falling Weight Deflectometer; The California Bearing Ratio

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APA (6th Edition):

Antošová, K. (2019). Využití dynamického kuželového penetrometru v silničním stavitelství: The Usage of the dynamic cone penetrometer to road buildings. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/14371

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):

Antošová, Klára. “Využití dynamického kuželového penetrometru v silničním stavitelství: The Usage of the dynamic cone penetrometer to road buildings.” 2019. Thesis, Brno University of Technology. Accessed April 12, 2021. http://hdl.handle.net/11012/14371.

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

MLA Handbook (7th Edition):

Antošová, Klára. “Využití dynamického kuželového penetrometru v silničním stavitelství: The Usage of the dynamic cone penetrometer to road buildings.” 2019. Web. 12 Apr 2021.

Vancouver:

Antošová K. Využití dynamického kuželového penetrometru v silničním stavitelství: The Usage of the dynamic cone penetrometer to road buildings. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/11012/14371.

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

Council of Science Editors:

Antošová K. Využití dynamického kuželového penetrometru v silničním stavitelství: The Usage of the dynamic cone penetrometer to road buildings. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/14371

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

22. Capace, Brunella. NDT application in Transport Asset Management. QA/QC performance specifications in pavement construction and maintenance.

Degree: 2019, Università degli Studi di Catania

 Nowadays, in Transport Asset Management, there is the need to identify measures to guarantee high levels of performance over time. The application of Non-Destructive Techniques,… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; pavement engineering, railway track, Non Destructive Tests, QA/QC, performance based specifications, Falling Weight Deflectometer, Ground Penetrating Radar

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APA (6th Edition):

Capace, B. (2019). NDT application in Transport Asset Management. QA/QC performance specifications in pavement construction and maintenance. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/4100

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):

Capace, Brunella. “NDT application in Transport Asset Management. QA/QC performance specifications in pavement construction and maintenance.” 2019. Thesis, Università degli Studi di Catania. Accessed April 12, 2021. http://hdl.handle.net/10761/4100.

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

MLA Handbook (7th Edition):

Capace, Brunella. “NDT application in Transport Asset Management. QA/QC performance specifications in pavement construction and maintenance.” 2019. Web. 12 Apr 2021.

Vancouver:

Capace B. NDT application in Transport Asset Management. QA/QC performance specifications in pavement construction and maintenance. [Internet] [Thesis]. Università degli Studi di Catania; 2019. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/10761/4100.

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

Council of Science Editors:

Capace B. NDT application in Transport Asset Management. QA/QC performance specifications in pavement construction and maintenance. [Thesis]. Università degli Studi di Catania; 2019. Available from: http://hdl.handle.net/10761/4100

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


Virginia Tech

23. Bartku, Elaine Cleare. In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 This thesis investigates the application of In-Situ Recycling and provides guidelines for localities to aid in the selection of recycling methods, as well as documents… (more)

Subjects/Keywords: In-Situ Recycling; Reclaimed Asphalt Pavement (RAP); Cold In-Place Recycling (CIR); Hot In-Place Recycling (HIR); Full Depth Reclamation (FDR); Falling Weight Deflectometer (FWD); Ground Penetrating Radar (GPR); Christiansburg

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APA (6th Edition):

Bartku, E. C. (2014). In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49669

Chicago Manual of Style (16th Edition):

Bartku, Elaine Cleare. “In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments.” 2014. Masters Thesis, Virginia Tech. Accessed April 12, 2021. http://hdl.handle.net/10919/49669.

MLA Handbook (7th Edition):

Bartku, Elaine Cleare. “In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments.” 2014. Web. 12 Apr 2021.

Vancouver:

Bartku EC. In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/10919/49669.

Council of Science Editors:

Bartku EC. In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49669


Virginia Tech

24. Appea, Alexander Kwasi. In-Situ Behavior of Geosynthetically Stabilized Flexible Pavement.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 The purpose of a geotextile separator beneath a granular base, or subbase in a flexible pavement system is to prevent the road aggregate and the… (more)

Subjects/Keywords: flexible pavement; dynamic loading; stabilization; geogrid; geotextiles; geosynthetics; falling weight deflectometer

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APA (6th Edition):

Appea, A. K. (1997). In-Situ Behavior of Geosynthetically Stabilized Flexible Pavement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/9570

Chicago Manual of Style (16th Edition):

Appea, Alexander Kwasi. “In-Situ Behavior of Geosynthetically Stabilized Flexible Pavement.” 1997. Masters Thesis, Virginia Tech. Accessed April 12, 2021. http://hdl.handle.net/10919/9570.

MLA Handbook (7th Edition):

Appea, Alexander Kwasi. “In-Situ Behavior of Geosynthetically Stabilized Flexible Pavement.” 1997. Web. 12 Apr 2021.

Vancouver:

Appea AK. In-Situ Behavior of Geosynthetically Stabilized Flexible Pavement. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/10919/9570.

Council of Science Editors:

Appea AK. In-Situ Behavior of Geosynthetically Stabilized Flexible Pavement. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/9570

25. Al-Jhayyish, Anwer K. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.

Degree: MS, Civil Engineering (Engineering and Technology), 2014, Ohio University

 Roadbeds are considered one of the most problematic components in pavement design and construction. Its engineering properties differ significantly in terms of soil composition, gradation,… (more)

Subjects/Keywords: Civil Engineering; Transportation; Soil Stabilization; Incorporate; Subgrade Stabilization; Pavement Design; Construction Practices; MEPDG; AASHTO 1993; Finite Element Model; Dynamic Cone Pentrometer; DCP; Falling Weight Deflectometer; FWD; Backcalculation; Subgrade Modulus

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APA (6th Edition):

Al-Jhayyish, A. K. (2014). Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246

Chicago Manual of Style (16th Edition):

Al-Jhayyish, Anwer K. “Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.” 2014. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

MLA Handbook (7th Edition):

Al-Jhayyish, Anwer K. “Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.” 2014. Web. 12 Apr 2021.

Vancouver:

Al-Jhayyish AK. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. [Internet] [Masters thesis]. Ohio University; 2014. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

Council of Science Editors:

Al-Jhayyish AK. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. [Masters Thesis]. Ohio University; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246


Ohio University

26. Wasniak, Daniel L. Subgrade and base variability on the Ohio SHRP test road.

Degree: MS, Civil Engineering (Engineering), 1999, Ohio University

Subgrade and base variability on the Ohio SHRP test road Advisors/Committee Members: Sargand, Shad (Advisor).

Subjects/Keywords: Engineering, Civil; SHRP; Falling Weight Deflectometer; In-Situ Subgrade Moduli

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APA (6th Edition):

Wasniak, D. L. (1999). Subgrade and base variability on the Ohio SHRP test road. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175276775

Chicago Manual of Style (16th Edition):

Wasniak, Daniel L. “Subgrade and base variability on the Ohio SHRP test road.” 1999. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175276775.

MLA Handbook (7th Edition):

Wasniak, Daniel L. “Subgrade and base variability on the Ohio SHRP test road.” 1999. Web. 12 Apr 2021.

Vancouver:

Wasniak DL. Subgrade and base variability on the Ohio SHRP test road. [Internet] [Masters thesis]. Ohio University; 1999. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175276775.

Council of Science Editors:

Wasniak DL. Subgrade and base variability on the Ohio SHRP test road. [Masters Thesis]. Ohio University; 1999. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175276775


Ohio University

27. Macioce, Damon J. Performance of instrumented flexible pavement.

Degree: MS, Civil Engineering (Engineering), 1997, Ohio University

Performance of instrumented flexible pavement Advisors/Committee Members: Sargand, Shad (Advisor).

Subjects/Keywords: Engineering, Civil; Falling Weight Deflectometer; Long Term Pavement Performance; Time Domain Reflectometry

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APA (6th Edition):

Macioce, D. J. (1997). Performance of instrumented flexible pavement. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1177092747

Chicago Manual of Style (16th Edition):

Macioce, Damon J. “Performance of instrumented flexible pavement.” 1997. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1177092747.

MLA Handbook (7th Edition):

Macioce, Damon J. “Performance of instrumented flexible pavement.” 1997. Web. 12 Apr 2021.

Vancouver:

Macioce DJ. Performance of instrumented flexible pavement. [Internet] [Masters thesis]. Ohio University; 1997. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1177092747.

Council of Science Editors:

Macioce DJ. Performance of instrumented flexible pavement. [Masters Thesis]. Ohio University; 1997. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1177092747


Ohio University

28. Sharkins, Anthony August. Instrumentation for SPS-2.

Degree: MS, Civil Engineering (Engineering), 1996, Ohio University

Instrumentation for SPS-2 Advisors/Committee Members: Sargand, Shad (Advisor).

Subjects/Keywords: Engineering, Civil; Falling Weight Deflectometer; Rigid Concrete Pavements; Long Term Pavement Performance

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APA (6th Edition):

Sharkins, A. A. (1996). Instrumentation for SPS-2. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178043493

Chicago Manual of Style (16th Edition):

Sharkins, Anthony August. “Instrumentation for SPS-2.” 1996. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178043493.

MLA Handbook (7th Edition):

Sharkins, Anthony August. “Instrumentation for SPS-2.” 1996. Web. 12 Apr 2021.

Vancouver:

Sharkins AA. Instrumentation for SPS-2. [Internet] [Masters thesis]. Ohio University; 1996. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178043493.

Council of Science Editors:

Sharkins AA. Instrumentation for SPS-2. [Masters Thesis]. Ohio University; 1996. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178043493


Ohio University

29. Qin, Jianfeng. Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections.

Degree: MS, Civil Engineering (Engineering and Technology), 2010, Ohio University

 This thesis presents a model to predict the pavement response using Falling Weight Deflectometer (FWD) deflection data for asphalt concrete (AC) pavement. Evercalc 5.0 and… (more)

Subjects/Keywords: Civil Engineering; Transportation; Falling Weight Deflectometer; FWD; Backcalculation; Flexible Pavement

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APA (6th Edition):

Qin, J. (2010). Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839

Chicago Manual of Style (16th Edition):

Qin, Jianfeng. “Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections.” 2010. Masters Thesis, Ohio University. Accessed April 12, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839.

MLA Handbook (7th Edition):

Qin, Jianfeng. “Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections.” 2010. Web. 12 Apr 2021.

Vancouver:

Qin J. Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections. [Internet] [Masters thesis]. Ohio University; 2010. [cited 2021 Apr 12]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839.

Council of Science Editors:

Qin J. Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections. [Masters Thesis]. Ohio University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839


Universidade do Minho

30. Oliveira, Joaquim Pedro Mendes Vilela de. Avaliação de diferentes métodos de ensaio para determinação da capacidade de carga da fundação de pavimentos rodoviários: Evaluation of different test methods for determining the bearing capacity of road pavement foundations.

Degree: 2017, Universidade do Minho

 With a growth of almost 700% in the total car fleet in Portugal from 1974 to 2010 (source: ACAP), the road network must adapt and… (more)

Subjects/Keywords: Defletómetro de Impacto Ligeiro; Capacidade de carga; Módulo de deformabilidade; Fundação de pavimentos; Solos; Light Falling Weight Deflectometer; Load Capacity; Resilient Modulus; Pavement foundation; Soils; Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Oliveira, J. P. M. V. d. (2017). Avaliação de diferentes métodos de ensaio para determinação da capacidade de carga da fundação de pavimentos rodoviários: Evaluation of different test methods for determining the bearing capacity of road pavement foundations. (Masters Thesis). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/67244

Chicago Manual of Style (16th Edition):

Oliveira, Joaquim Pedro Mendes Vilela de. “Avaliação de diferentes métodos de ensaio para determinação da capacidade de carga da fundação de pavimentos rodoviários: Evaluation of different test methods for determining the bearing capacity of road pavement foundations.” 2017. Masters Thesis, Universidade do Minho. Accessed April 12, 2021. http://hdl.handle.net/1822/67244.

MLA Handbook (7th Edition):

Oliveira, Joaquim Pedro Mendes Vilela de. “Avaliação de diferentes métodos de ensaio para determinação da capacidade de carga da fundação de pavimentos rodoviários: Evaluation of different test methods for determining the bearing capacity of road pavement foundations.” 2017. Web. 12 Apr 2021.

Vancouver:

Oliveira JPMVd. Avaliação de diferentes métodos de ensaio para determinação da capacidade de carga da fundação de pavimentos rodoviários: Evaluation of different test methods for determining the bearing capacity of road pavement foundations. [Internet] [Masters thesis]. Universidade do Minho; 2017. [cited 2021 Apr 12]. Available from: http://hdl.handle.net/1822/67244.

Council of Science Editors:

Oliveira JPMVd. Avaliação de diferentes métodos de ensaio para determinação da capacidade de carga da fundação de pavimentos rodoviários: Evaluation of different test methods for determining the bearing capacity of road pavement foundations. [Masters Thesis]. Universidade do Minho; 2017. Available from: http://hdl.handle.net/1822/67244

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