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Dept: Civil Engineering

You searched for subject:( Integrated oil sand strategy). Showing records 1 – 30 of 101 total matches.

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Oregon State University

1. Steinkamp, Henry Vincent. Vibration induced pore pressure development in graded sands.

Degree: MS, Civil Engineering, 1968, Oregon State University

 During construction of the embankment at Blue River Dam placement difficulties were occasionally experienced with the filter zone sands. In the extreme condition construction equipment… (more)

Subjects/Keywords: Sand

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APA (6th Edition):

Steinkamp, H. V. (1968). Vibration induced pore pressure development in graded sands. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/46847

Chicago Manual of Style (16th Edition):

Steinkamp, Henry Vincent. “Vibration induced pore pressure development in graded sands.” 1968. Masters Thesis, Oregon State University. Accessed October 20, 2019. http://hdl.handle.net/1957/46847.

MLA Handbook (7th Edition):

Steinkamp, Henry Vincent. “Vibration induced pore pressure development in graded sands.” 1968. Web. 20 Oct 2019.

Vancouver:

Steinkamp HV. Vibration induced pore pressure development in graded sands. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1957/46847.

Council of Science Editors:

Steinkamp HV. Vibration induced pore pressure development in graded sands. [Masters Thesis]. Oregon State University; 1968. Available from: http://hdl.handle.net/1957/46847


Colorado State University

2. Nordin, Jr., Carl F. Statistical properties of dune profiles.

Degree: PhD, Civil Engineering, 2017, Colorado State University

 Properties of sand waves formed by subcritical unidirectional water currents are investigated by statistical analyses of records of streambed profiles. Records of bed elevation y… (more)

Subjects/Keywords: Sand waves

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APA (6th Edition):

Nordin, Jr., C. F. (2017). Statistical properties of dune profiles. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/184092

Chicago Manual of Style (16th Edition):

Nordin, Jr., Carl F. “Statistical properties of dune profiles.” 2017. Doctoral Dissertation, Colorado State University. Accessed October 20, 2019. http://hdl.handle.net/10217/184092.

MLA Handbook (7th Edition):

Nordin, Jr., Carl F. “Statistical properties of dune profiles.” 2017. Web. 20 Oct 2019.

Vancouver:

Nordin, Jr. CF. Statistical properties of dune profiles. [Internet] [Doctoral dissertation]. Colorado State University; 2017. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10217/184092.

Council of Science Editors:

Nordin, Jr. CF. Statistical properties of dune profiles. [Doctoral Dissertation]. Colorado State University; 2017. Available from: http://hdl.handle.net/10217/184092


Oregon State University

3. Baliga, B. R. (B. Ravindranath). Sand waves in a pristine estuary.

Degree: M.Oc.E., Civil Engineering, 1978, Oregon State University

 The stochastic and the Fourier theories for sand waves developed by Lee(11) and Hino(6), respectively, for unidirectional flows are extended in order to estimate the… (more)

Subjects/Keywords: Sand waves

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APA (6th Edition):

Baliga, B. R. (. R. (1978). Sand waves in a pristine estuary. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/43281

Chicago Manual of Style (16th Edition):

Baliga, B R (B Ravindranath). “Sand waves in a pristine estuary.” 1978. Masters Thesis, Oregon State University. Accessed October 20, 2019. http://hdl.handle.net/1957/43281.

MLA Handbook (7th Edition):

Baliga, B R (B Ravindranath). “Sand waves in a pristine estuary.” 1978. Web. 20 Oct 2019.

Vancouver:

Baliga BR(R. Sand waves in a pristine estuary. [Internet] [Masters thesis]. Oregon State University; 1978. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1957/43281.

Council of Science Editors:

Baliga BR(R. Sand waves in a pristine estuary. [Masters Thesis]. Oregon State University; 1978. Available from: http://hdl.handle.net/1957/43281


Virginia Tech

4. Lee, Sang-Keon. An adaptive strategy for providing dynamic route guidance under non-recurrent traffic congestion.

Degree: PhD, Civil Engineering, 1996, Virginia Tech

  Traffic congestion on urban road networks has been recognized as one of the most serious problems with which modern cities are confronted. It is… (more)

Subjects/Keywords: adaptive strategy; user equilibrium; Dynamic Route Guidance System; ATIS System Optimal; integrated traffic simulation; non-recurrent congestion; LD5655.V856 1996.L45

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APA (6th Edition):

Lee, S. (1996). An adaptive strategy for providing dynamic route guidance under non-recurrent traffic congestion. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38059

Chicago Manual of Style (16th Edition):

Lee, Sang-Keon. “An adaptive strategy for providing dynamic route guidance under non-recurrent traffic congestion.” 1996. Doctoral Dissertation, Virginia Tech. Accessed October 20, 2019. http://hdl.handle.net/10919/38059.

MLA Handbook (7th Edition):

Lee, Sang-Keon. “An adaptive strategy for providing dynamic route guidance under non-recurrent traffic congestion.” 1996. Web. 20 Oct 2019.

Vancouver:

Lee S. An adaptive strategy for providing dynamic route guidance under non-recurrent traffic congestion. [Internet] [Doctoral dissertation]. Virginia Tech; 1996. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10919/38059.

Council of Science Editors:

Lee S. An adaptive strategy for providing dynamic route guidance under non-recurrent traffic congestion. [Doctoral Dissertation]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/38059


University of Texas – Austin

5. Huang, Yunhan. Behavior of laterally loaded offshore wind monopiles in sands.

Degree: PhD, Civil Engineering, 2019, University of Texas – Austin

 To develop a more rigorous design approach for laterally loaded monopiles of offshore wind turbines under service loading, the conventional design approach needs to be… (more)

Subjects/Keywords: Offshore wind turbine; Monopile; Sand stiffness

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APA (6th Edition):

Huang, Y. (2019). Behavior of laterally loaded offshore wind monopiles in sands. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/2662

Chicago Manual of Style (16th Edition):

Huang, Yunhan. “Behavior of laterally loaded offshore wind monopiles in sands.” 2019. Doctoral Dissertation, University of Texas – Austin. Accessed October 20, 2019. http://dx.doi.org/10.26153/tsw/2662.

MLA Handbook (7th Edition):

Huang, Yunhan. “Behavior of laterally loaded offshore wind monopiles in sands.” 2019. Web. 20 Oct 2019.

Vancouver:

Huang Y. Behavior of laterally loaded offshore wind monopiles in sands. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2019. [cited 2019 Oct 20]. Available from: http://dx.doi.org/10.26153/tsw/2662.

Council of Science Editors:

Huang Y. Behavior of laterally loaded offshore wind monopiles in sands. [Doctoral Dissertation]. University of Texas – Austin; 2019. Available from: http://dx.doi.org/10.26153/tsw/2662


University of Texas – Austin

6. Shin, Boonam. Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing.

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

 This study was motivated by the fact that many times intact specimens with a number of oversized particles are dynamically tested in the laboratory and… (more)

Subjects/Keywords: Dynamic properties; Oversized particles; Resonant column; Sand

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APA (6th Edition):

Shin, B. (2014). Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/27552

Chicago Manual of Style (16th Edition):

Shin, Boonam. “Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing.” 2014. Masters Thesis, University of Texas – Austin. Accessed October 20, 2019. http://hdl.handle.net/2152/27552.

MLA Handbook (7th Edition):

Shin, Boonam. “Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing.” 2014. Web. 20 Oct 2019.

Vancouver:

Shin B. Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2152/27552.

Council of Science Editors:

Shin B. Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/27552


Stellenbosch University

7. Barwell, Lauriston. Integrity assessment procedure for buffer dune systems on the Cape South Coast, South Africa.

Degree: Civil Engineering, 2011, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2011.

ENGLISH ABSTRACT: The hypothesis postulated in this research, namely that the effectiveness of natural and constructed buffer… (more)

Subjects/Keywords: Civil engineering; Sand dune conservation; Coastal zone management  – South Africa; Sand dunes  – South Africa

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APA (6th Edition):

Barwell, L. (2011). Integrity assessment procedure for buffer dune systems on the Cape South Coast, South Africa. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6524

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):

Barwell, Lauriston. “Integrity assessment procedure for buffer dune systems on the Cape South Coast, South Africa.” 2011. Thesis, Stellenbosch University. Accessed October 20, 2019. http://hdl.handle.net/10019.1/6524.

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

MLA Handbook (7th Edition):

Barwell, Lauriston. “Integrity assessment procedure for buffer dune systems on the Cape South Coast, South Africa.” 2011. Web. 20 Oct 2019.

Vancouver:

Barwell L. Integrity assessment procedure for buffer dune systems on the Cape South Coast, South Africa. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10019.1/6524.

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

Council of Science Editors:

Barwell L. Integrity assessment procedure for buffer dune systems on the Cape South Coast, South Africa. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6524

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


University of Texas – Austin

8. -4705-1553. Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing.

Degree: MSin Engineering, Civil Engineering, 2015, University of Texas – Austin

 The study of the dynamic properties of two specific kinds of granular soils is performed using torsional resonant column testing. The sandy soils are: (1)… (more)

Subjects/Keywords: Soil; Dynamic; Shear modulus; Damping ratio; Void ratio; Liquefiable sand; Calcareous sand

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APA (6th Edition):

-4705-1553. (2015). Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31784

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

Chicago Manual of Style (16th Edition):

-4705-1553. “Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing.” 2015. Masters Thesis, University of Texas – Austin. Accessed October 20, 2019. http://hdl.handle.net/2152/31784.

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

MLA Handbook (7th Edition):

-4705-1553. “Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing.” 2015. Web. 20 Oct 2019.

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

Vancouver:

-4705-1553. Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2152/31784.

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

Council of Science Editors:

-4705-1553. Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31784

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


University of Illinois – Urbana-Champaign

9. Jones, Lori. Development of a rapid response riverine oil-particle-aggregate (OPA) formation, transport, and fate model.

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

 The aftermath of the Kalamazoo River oil spill in 2010, which resulted in years of clean up efforts, showed that research needs to be done… (more)

Subjects/Keywords: oil; spill; inland; oil-particle-aggregate

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APA (6th Edition):

Jones, L. (2018). Development of a rapid response riverine oil-particle-aggregate (OPA) formation, transport, and fate model. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/100927

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):

Jones, Lori. “Development of a rapid response riverine oil-particle-aggregate (OPA) formation, transport, and fate model.” 2018. Thesis, University of Illinois – Urbana-Champaign. Accessed October 20, 2019. http://hdl.handle.net/2142/100927.

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

MLA Handbook (7th Edition):

Jones, Lori. “Development of a rapid response riverine oil-particle-aggregate (OPA) formation, transport, and fate model.” 2018. Web. 20 Oct 2019.

Vancouver:

Jones L. Development of a rapid response riverine oil-particle-aggregate (OPA) formation, transport, and fate model. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2142/100927.

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

Council of Science Editors:

Jones L. Development of a rapid response riverine oil-particle-aggregate (OPA) formation, transport, and fate model. [Thesis]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/100927

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


Penn State University

10. Moustafa, Ahmed Mohamed Abdel-hakim. Fabrication, Characterization and Oil Spill remediation Properties of Exfoliated Graphite.

Degree: M. Eng., Civil Engineering, 2009, Penn State University

 Severe damages frequently occur each year worldwide due to the effect of oil spills, where crude oil is considered as one of the most aggressive… (more)

Subjects/Keywords: Exfoliated graphite; oil spills

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APA (6th Edition):

Moustafa, A. M. A. (2009). Fabrication, Characterization and Oil Spill remediation Properties of Exfoliated Graphite. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9667

Chicago Manual of Style (16th Edition):

Moustafa, Ahmed Mohamed Abdel-hakim. “Fabrication, Characterization and Oil Spill remediation Properties of Exfoliated Graphite.” 2009. Masters Thesis, Penn State University. Accessed October 20, 2019. https://etda.libraries.psu.edu/catalog/9667.

MLA Handbook (7th Edition):

Moustafa, Ahmed Mohamed Abdel-hakim. “Fabrication, Characterization and Oil Spill remediation Properties of Exfoliated Graphite.” 2009. Web. 20 Oct 2019.

Vancouver:

Moustafa AMA. Fabrication, Characterization and Oil Spill remediation Properties of Exfoliated Graphite. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Oct 20]. Available from: https://etda.libraries.psu.edu/catalog/9667.

Council of Science Editors:

Moustafa AMA. Fabrication, Characterization and Oil Spill remediation Properties of Exfoliated Graphite. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9667


University of New Mexico

11. Griffin, Andrew. Significance of nanosilica incorporation in type G oil well cement pastes.

Degree: Civil Engineering, 2013, University of New Mexico

 Emergent interest in advanced hydrocarbon exploration and geological carbon dioxide (CO2) sequestration has brought about a requisite for improving existing oil well cementing materials and… (more)

Subjects/Keywords: Oil well cementing – Materials.

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APA (6th Edition):

Griffin, A. (2013). Significance of nanosilica incorporation in type G oil well cement pastes. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23274

Chicago Manual of Style (16th Edition):

Griffin, Andrew. “Significance of nanosilica incorporation in type G oil well cement pastes.” 2013. Masters Thesis, University of New Mexico. Accessed October 20, 2019. http://hdl.handle.net/1928/23274.

MLA Handbook (7th Edition):

Griffin, Andrew. “Significance of nanosilica incorporation in type G oil well cement pastes.” 2013. Web. 20 Oct 2019.

Vancouver:

Griffin A. Significance of nanosilica incorporation in type G oil well cement pastes. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1928/23274.

Council of Science Editors:

Griffin A. Significance of nanosilica incorporation in type G oil well cement pastes. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/23274


Virginia Tech

12. Parathiras, Achilleas N. Steady state of deformation analysis for a clayey sand.

Degree: MS, Civil Engineering, 1989, Virginia Tech

  The steady state of deformation was analyzed for a clayey sand. The use of lubricated end platens was evaluated and proved to reduce the… (more)

Subjects/Keywords: Sand; LD5655.V855 1989.P373

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APA (6th Edition):

Parathiras, A. N. (1989). Steady state of deformation analysis for a clayey sand. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46057

Chicago Manual of Style (16th Edition):

Parathiras, Achilleas N. “Steady state of deformation analysis for a clayey sand.” 1989. Masters Thesis, Virginia Tech. Accessed October 20, 2019. http://hdl.handle.net/10919/46057.

MLA Handbook (7th Edition):

Parathiras, Achilleas N. “Steady state of deformation analysis for a clayey sand.” 1989. Web. 20 Oct 2019.

Vancouver:

Parathiras AN. Steady state of deformation analysis for a clayey sand. [Internet] [Masters thesis]. Virginia Tech; 1989. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10919/46057.

Council of Science Editors:

Parathiras AN. Steady state of deformation analysis for a clayey sand. [Masters Thesis]. Virginia Tech; 1989. Available from: http://hdl.handle.net/10919/46057

13. Van Dyck, Eugene John. Effects of Principal Stress Direction and the Intermediate Principal Stress on the Stress-Strain-Strength Behavior of a Cross-Anisotropic Fine Sand Deposit.

Degree: PhD, Civil Engineering, 2012, The Catholic University of America

Degree awarded: Ph.D. Civil Engineering. The Catholic University of America

Variations in the principal stress inclination and the intermediate principal stress ratio can significantly affect… (more)

Subjects/Keywords: Geotechnology; Civil engineering; Anisotropy; Inclination; Intermediate; Sand; Shear; Torsion

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APA (6th Edition):

Van Dyck, E. J. (2012). Effects of Principal Stress Direction and the Intermediate Principal Stress on the Stress-Strain-Strength Behavior of a Cross-Anisotropic Fine Sand Deposit. (Doctoral Dissertation). The Catholic University of America. Retrieved from http://hdl.handle.net/1961/10294

Chicago Manual of Style (16th Edition):

Van Dyck, Eugene John. “Effects of Principal Stress Direction and the Intermediate Principal Stress on the Stress-Strain-Strength Behavior of a Cross-Anisotropic Fine Sand Deposit.” 2012. Doctoral Dissertation, The Catholic University of America. Accessed October 20, 2019. http://hdl.handle.net/1961/10294.

MLA Handbook (7th Edition):

Van Dyck, Eugene John. “Effects of Principal Stress Direction and the Intermediate Principal Stress on the Stress-Strain-Strength Behavior of a Cross-Anisotropic Fine Sand Deposit.” 2012. Web. 20 Oct 2019.

Vancouver:

Van Dyck EJ. Effects of Principal Stress Direction and the Intermediate Principal Stress on the Stress-Strain-Strength Behavior of a Cross-Anisotropic Fine Sand Deposit. [Internet] [Doctoral dissertation]. The Catholic University of America; 2012. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1961/10294.

Council of Science Editors:

Van Dyck EJ. Effects of Principal Stress Direction and the Intermediate Principal Stress on the Stress-Strain-Strength Behavior of a Cross-Anisotropic Fine Sand Deposit. [Doctoral Dissertation]. The Catholic University of America; 2012. Available from: http://hdl.handle.net/1961/10294


Queens University

14. Berard, Neville Anne. Dune Erosion and Beach Profile Evolution in Response to Bichromatic Wave Groups .

Degree: Civil Engineering, 2014, Queens University

 On sandy coastlines dunes provide a barrier of protection from strong environmental forces that can naturally occur during storm events including storm surges that expose… (more)

Subjects/Keywords: Sand Dune Erosion; Coastal Engineering; Beach profile erosion; XBeach

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APA (6th Edition):

Berard, N. A. (2014). Dune Erosion and Beach Profile Evolution in Response to Bichromatic Wave Groups . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8682

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):

Berard, Neville Anne. “Dune Erosion and Beach Profile Evolution in Response to Bichromatic Wave Groups .” 2014. Thesis, Queens University. Accessed October 20, 2019. http://hdl.handle.net/1974/8682.

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

MLA Handbook (7th Edition):

Berard, Neville Anne. “Dune Erosion and Beach Profile Evolution in Response to Bichromatic Wave Groups .” 2014. Web. 20 Oct 2019.

Vancouver:

Berard NA. Dune Erosion and Beach Profile Evolution in Response to Bichromatic Wave Groups . [Internet] [Thesis]. Queens University; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1974/8682.

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

Council of Science Editors:

Berard NA. Dune Erosion and Beach Profile Evolution in Response to Bichromatic Wave Groups . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/8682

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

15. -0321-9684. Design of laterally loaded monopile foundations in sand for offshore wind turbines.

Degree: MSin Engineering, Civil Engineering, 2017, University of Texas – Austin

 Globally renewable energy is gaining popularity with the largest scope in offshore wind energy. Although USA is one of the leaders in the onshore wind… (more)

Subjects/Keywords: Offshore wind turbine; Monopile; Sand; Laterally loaded; P-y curves

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APA (6th Edition):

-0321-9684. (2017). Design of laterally loaded monopile foundations in sand for offshore wind turbines. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/60457

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

Chicago Manual of Style (16th Edition):

-0321-9684. “Design of laterally loaded monopile foundations in sand for offshore wind turbines.” 2017. Masters Thesis, University of Texas – Austin. Accessed October 20, 2019. http://hdl.handle.net/2152/60457.

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

MLA Handbook (7th Edition):

-0321-9684. “Design of laterally loaded monopile foundations in sand for offshore wind turbines.” 2017. Web. 20 Oct 2019.

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

Vancouver:

-0321-9684. Design of laterally loaded monopile foundations in sand for offshore wind turbines. [Internet] [Masters thesis]. University of Texas – Austin; 2017. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2152/60457.

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

Council of Science Editors:

-0321-9684. Design of laterally loaded monopile foundations in sand for offshore wind turbines. [Masters Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/60457

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


Purdue University

16. Sadeghi Tehrani, Faraz. STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE.

Degree: PhD, Civil Engineering, 2014, Purdue University

 The response of single piles and pile groups to axial and lateral loading and the displacements induced in the soil by it are studied in… (more)

Subjects/Keywords: Analytical modeling; Image Analysis; Physical modeling; Pile; Sand; Soil

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APA (6th Edition):

Sadeghi Tehrani, F. (2014). STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/1076

Chicago Manual of Style (16th Edition):

Sadeghi Tehrani, Faraz. “STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE.” 2014. Doctoral Dissertation, Purdue University. Accessed October 20, 2019. https://docs.lib.purdue.edu/open_access_dissertations/1076.

MLA Handbook (7th Edition):

Sadeghi Tehrani, Faraz. “STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE.” 2014. Web. 20 Oct 2019.

Vancouver:

Sadeghi Tehrani F. STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE. [Internet] [Doctoral dissertation]. Purdue University; 2014. [cited 2019 Oct 20]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1076.

Council of Science Editors:

Sadeghi Tehrani F. STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE. [Doctoral Dissertation]. Purdue University; 2014. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1076


Virginia Tech

17. Albatal, Ali Hefdhallah Ali. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas.

Degree: PhD, Civil Engineering, 2018, Virginia Tech

 Portable Free Fall Penetrometers (PFFPs) are lightweight tools used for rapid and economic characterization of surficial subaqueous sediments. PFFPs vary in weight, shape and size… (more)

Subjects/Keywords: Free-fall penetrometer; nearshore site investigation; sediment characterization; sand friction angle

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APA (6th Edition):

Albatal, A. H. A. (2018). Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/94608

Chicago Manual of Style (16th Edition):

Albatal, Ali Hefdhallah Ali. “Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas.” 2018. Doctoral Dissertation, Virginia Tech. Accessed October 20, 2019. http://hdl.handle.net/10919/94608.

MLA Handbook (7th Edition):

Albatal, Ali Hefdhallah Ali. “Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas.” 2018. Web. 20 Oct 2019.

Vancouver:

Albatal AHA. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas. [Internet] [Doctoral dissertation]. Virginia Tech; 2018. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10919/94608.

Council of Science Editors:

Albatal AHA. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas. [Doctoral Dissertation]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/94608


University of Southern California

18. Abedi Mashhadi Mighani, Sara. Meso-scale kinematics in shear bands and impact of material heterogeneity on shear band development in sand.

Degree: PhD, Civil Engineering, 2012, University of Southern California

 This study aims to improve our understanding of strain localization in sands from the meso-scale perspective. First, this research contributes to characterizing and quantifying experimentally… (more)

Subjects/Keywords: digital image processing (DIC); force chain; laboratory testing; sand; strain localization; vortex

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APA (6th Edition):

Abedi Mashhadi Mighani, S. (2012). Meso-scale kinematics in shear bands and impact of material heterogeneity on shear band development in sand. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/201224/rec/4044

Chicago Manual of Style (16th Edition):

Abedi Mashhadi Mighani, Sara. “Meso-scale kinematics in shear bands and impact of material heterogeneity on shear band development in sand.” 2012. Doctoral Dissertation, University of Southern California. Accessed October 20, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/201224/rec/4044.

MLA Handbook (7th Edition):

Abedi Mashhadi Mighani, Sara. “Meso-scale kinematics in shear bands and impact of material heterogeneity on shear band development in sand.” 2012. Web. 20 Oct 2019.

Vancouver:

Abedi Mashhadi Mighani S. Meso-scale kinematics in shear bands and impact of material heterogeneity on shear band development in sand. [Internet] [Doctoral dissertation]. University of Southern California; 2012. [cited 2019 Oct 20]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/201224/rec/4044.

Council of Science Editors:

Abedi Mashhadi Mighani S. Meso-scale kinematics in shear bands and impact of material heterogeneity on shear band development in sand. [Doctoral Dissertation]. University of Southern California; 2012. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/201224/rec/4044


Clemson University

19. Esposito, Michael, III. IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN.

Degree: MS, Civil Engineering, 2012, Clemson University

  The procedures used to freeze and sample a Pleistocene sand deposit at the Coastal Research and Education Center near Charleston, South Carolina to preserve… (more)

Subjects/Keywords: Cone penetration test; Frozen soil; Instrumentation; Sampling; Sand; Soil liquefaction; Civil Engineering

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APA (6th Edition):

Esposito, Michael, I. (2012). IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1550

Chicago Manual of Style (16th Edition):

Esposito, Michael, III. “IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN.” 2012. Masters Thesis, Clemson University. Accessed October 20, 2019. https://tigerprints.clemson.edu/all_theses/1550.

MLA Handbook (7th Edition):

Esposito, Michael, III. “IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN.” 2012. Web. 20 Oct 2019.

Vancouver:

Esposito, Michael I. IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Oct 20]. Available from: https://tigerprints.clemson.edu/all_theses/1550.

Council of Science Editors:

Esposito, Michael I. IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1550


Virginia Tech

20. Suarez Zambrano, Nestor Ricardo. Micromechanical Aspects of Aging in Granular Soils.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 Granular soils exhibit a generally beneficial change in engineering properties with time after deposition or densification, during a process commonly known as aging. Soil properties… (more)

Subjects/Keywords: aging; creep; sand; acoustic emissions; computed tomography; discrete element method; rate process theory

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APA (6th Edition):

Suarez Zambrano, N. R. (2012). Micromechanical Aspects of Aging in Granular Soils. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29048

Chicago Manual of Style (16th Edition):

Suarez Zambrano, Nestor Ricardo. “Micromechanical Aspects of Aging in Granular Soils.” 2012. Doctoral Dissertation, Virginia Tech. Accessed October 20, 2019. http://hdl.handle.net/10919/29048.

MLA Handbook (7th Edition):

Suarez Zambrano, Nestor Ricardo. “Micromechanical Aspects of Aging in Granular Soils.” 2012. Web. 20 Oct 2019.

Vancouver:

Suarez Zambrano NR. Micromechanical Aspects of Aging in Granular Soils. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10919/29048.

Council of Science Editors:

Suarez Zambrano NR. Micromechanical Aspects of Aging in Granular Soils. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/29048


University of California – Irvine

21. Favaretti, Camilla. Model Scale Tests of Laterally Loaded Piles in Sand.

Degree: Civil Engineering, 2018, University of California – Irvine

 Deep foundations are one of the most common foundation systems used in engineering practice. Prediction of pile response requires a good understanding of the mechanism… (more)

Subjects/Keywords: Civil engineering; deep foundations; genetic algorithm; p-y curves; sand; soil structure interactions

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APA (6th Edition):

Favaretti, C. (2018). Model Scale Tests of Laterally Loaded Piles in Sand. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/2jz2h2ng

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):

Favaretti, Camilla. “Model Scale Tests of Laterally Loaded Piles in Sand.” 2018. Thesis, University of California – Irvine. Accessed October 20, 2019. http://www.escholarship.org/uc/item/2jz2h2ng.

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

MLA Handbook (7th Edition):

Favaretti, Camilla. “Model Scale Tests of Laterally Loaded Piles in Sand.” 2018. Web. 20 Oct 2019.

Vancouver:

Favaretti C. Model Scale Tests of Laterally Loaded Piles in Sand. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Oct 20]. Available from: http://www.escholarship.org/uc/item/2jz2h2ng.

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

Council of Science Editors:

Favaretti C. Model Scale Tests of Laterally Loaded Piles in Sand. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/2jz2h2ng

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

22. Rodriguez, Nina Maria. Experimental Study of 3D Failure Surface for Cross-Anisotropic Sand Deposits During Stress Rotation.

Degree: PhD, Civil Engineering, 2012, The Catholic University of America

Degree awarded: Ph.D. Civil Engineering. The Catholic University of America

A torsion shear apparatus developed at The Catholic University of America, Washington, DC was used… (more)

Subjects/Keywords: Civil engineering; 3D stress; cross-anisotropy; Fine Nevada Sand; stress rotation; torsion shear; true triaxial

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APA (6th Edition):

Rodriguez, N. M. (2012). Experimental Study of 3D Failure Surface for Cross-Anisotropic Sand Deposits During Stress Rotation. (Doctoral Dissertation). The Catholic University of America. Retrieved from http://hdl.handle.net/1961/10275

Chicago Manual of Style (16th Edition):

Rodriguez, Nina Maria. “Experimental Study of 3D Failure Surface for Cross-Anisotropic Sand Deposits During Stress Rotation.” 2012. Doctoral Dissertation, The Catholic University of America. Accessed October 20, 2019. http://hdl.handle.net/1961/10275.

MLA Handbook (7th Edition):

Rodriguez, Nina Maria. “Experimental Study of 3D Failure Surface for Cross-Anisotropic Sand Deposits During Stress Rotation.” 2012. Web. 20 Oct 2019.

Vancouver:

Rodriguez NM. Experimental Study of 3D Failure Surface for Cross-Anisotropic Sand Deposits During Stress Rotation. [Internet] [Doctoral dissertation]. The Catholic University of America; 2012. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1961/10275.

Council of Science Editors:

Rodriguez NM. Experimental Study of 3D Failure Surface for Cross-Anisotropic Sand Deposits During Stress Rotation. [Doctoral Dissertation]. The Catholic University of America; 2012. Available from: http://hdl.handle.net/1961/10275

23. Karimpour, Hamid. Time Effects in Relation to Crushing in Sand.

Degree: PhD, Civil Engineering, 2011, The Catholic University of America

Degree awarded: Ph.D. Civil Engineering. The Catholic University of America

Time effects have frequently been reported in granular materials, and differ from those observed in… (more)

Subjects/Keywords: Civil engineering; Creep; Particle crushing; Sand; Static fatigue; Stress relaxation; Time effects

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APA (6th Edition):

Karimpour, H. (2011). Time Effects in Relation to Crushing in Sand. (Doctoral Dissertation). The Catholic University of America. Retrieved from http://hdl.handle.net/1961/10137

Chicago Manual of Style (16th Edition):

Karimpour, Hamid. “Time Effects in Relation to Crushing in Sand.” 2011. Doctoral Dissertation, The Catholic University of America. Accessed October 20, 2019. http://hdl.handle.net/1961/10137.

MLA Handbook (7th Edition):

Karimpour, Hamid. “Time Effects in Relation to Crushing in Sand.” 2011. Web. 20 Oct 2019.

Vancouver:

Karimpour H. Time Effects in Relation to Crushing in Sand. [Internet] [Doctoral dissertation]. The Catholic University of America; 2011. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1961/10137.

Council of Science Editors:

Karimpour H. Time Effects in Relation to Crushing in Sand. [Doctoral Dissertation]. The Catholic University of America; 2011. Available from: http://hdl.handle.net/1961/10137


University of Michigan

24. Saftner, David A. Time-Dependent Strength Gain in Recently Disturbed Granular Materials.

Degree: PhD, Civil Engineering, 2011, University of Michigan

 Prior to construction of building foundations, dams, roads, and other infrastructure components, soil improvement is often required to improve the strength and/or liquefaction resistance of… (more)

Subjects/Keywords: Sand Aging; Explosive Densification; Vibroseis; Impact Pier; Cyclic Triaxial Testing; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Saftner, D. A. (2011). Time-Dependent Strength Gain in Recently Disturbed Granular Materials. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/86506

Chicago Manual of Style (16th Edition):

Saftner, David A. “Time-Dependent Strength Gain in Recently Disturbed Granular Materials.” 2011. Doctoral Dissertation, University of Michigan. Accessed October 20, 2019. http://hdl.handle.net/2027.42/86506.

MLA Handbook (7th Edition):

Saftner, David A. “Time-Dependent Strength Gain in Recently Disturbed Granular Materials.” 2011. Web. 20 Oct 2019.

Vancouver:

Saftner DA. Time-Dependent Strength Gain in Recently Disturbed Granular Materials. [Internet] [Doctoral dissertation]. University of Michigan; 2011. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2027.42/86506.

Council of Science Editors:

Saftner DA. Time-Dependent Strength Gain in Recently Disturbed Granular Materials. [Doctoral Dissertation]. University of Michigan; 2011. Available from: http://hdl.handle.net/2027.42/86506

25. Spears, Amber. Effect of bentonite swelling on hydraulic conductivity of sand-bentonite mixtures (SBMs).

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

 The hydraulic conductivity of sand-bentonite mixtures (SBMs) was measured to investigate the effects of mixing method, uniformity, and hydration of the mixtures. Triaxial tests were… (more)

Subjects/Keywords: Sand-bentonite mixtures; Hydraulic conductivity

…the sand voids and forcing the water to flow within the bentonite voids. However, the… …7 2.3 Sand-Bentonite Mixtures… …101 Vita 105 x List of Tables Table 3-1: Sieve Analysis and Sand Properties (Hwang… …2010) ........................... 31 Table 4-1: Height and Diameter of Sand Specimens… …74 Figure 4-2: Flow rate versus initial height difference for clean sand and empty triaxial… 

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APA (6th Edition):

Spears, A. (2014). Effect of bentonite swelling on hydraulic conductivity of sand-bentonite mixtures (SBMs). (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26425

Chicago Manual of Style (16th Edition):

Spears, Amber. “Effect of bentonite swelling on hydraulic conductivity of sand-bentonite mixtures (SBMs).” 2014. Masters Thesis, University of Texas – Austin. Accessed October 20, 2019. http://hdl.handle.net/2152/26425.

MLA Handbook (7th Edition):

Spears, Amber. “Effect of bentonite swelling on hydraulic conductivity of sand-bentonite mixtures (SBMs).” 2014. Web. 20 Oct 2019.

Vancouver:

Spears A. Effect of bentonite swelling on hydraulic conductivity of sand-bentonite mixtures (SBMs). [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2152/26425.

Council of Science Editors:

Spears A. Effect of bentonite swelling on hydraulic conductivity of sand-bentonite mixtures (SBMs). [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26425

26. Saha, Rajib Chandra. Effect Of Bio-Binders On Binder And Mix Properties With High Rap Content.

Degree: MS, Civil Engineering, 2017, University of North Dakota

  The use of Recycled Asphalt Pavement (RAP) has significantly increased in construction and rehabilitation of flexible pavements to ensure proper utilization of limited natural… (more)

Subjects/Keywords: Bio-Binder; RAP; SOY OIl; WCO

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APA (6th Edition):

Saha, R. C. (2017). Effect Of Bio-Binders On Binder And Mix Properties With High Rap Content. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/2331

Chicago Manual of Style (16th Edition):

Saha, Rajib Chandra. “Effect Of Bio-Binders On Binder And Mix Properties With High Rap Content.” 2017. Masters Thesis, University of North Dakota. Accessed October 20, 2019. https://commons.und.edu/theses/2331.

MLA Handbook (7th Edition):

Saha, Rajib Chandra. “Effect Of Bio-Binders On Binder And Mix Properties With High Rap Content.” 2017. Web. 20 Oct 2019.

Vancouver:

Saha RC. Effect Of Bio-Binders On Binder And Mix Properties With High Rap Content. [Internet] [Masters thesis]. University of North Dakota; 2017. [cited 2019 Oct 20]. Available from: https://commons.und.edu/theses/2331.

Council of Science Editors:

Saha RC. Effect Of Bio-Binders On Binder And Mix Properties With High Rap Content. [Masters Thesis]. University of North Dakota; 2017. Available from: https://commons.und.edu/theses/2331


Texas A&M University

27. Bibeka, Apoorba. Evaluation of CACC Vehicles Clustering on Freeway Performance.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Vehicle clustering strategy can harness the full potential of cooperative adaptive cruise control (CACC). Vehicle clustering involves finding nearby CACC equipped vehicles and forming a… (more)

Subjects/Keywords: Cooperative Adaptive Cruise Control; Vehicle Clustering Strategy

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APA (6th Edition):

Bibeka, A. (2016). Evaluation of CACC Vehicles Clustering on Freeway Performance. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157937

Chicago Manual of Style (16th Edition):

Bibeka, Apoorba. “Evaluation of CACC Vehicles Clustering on Freeway Performance.” 2016. Masters Thesis, Texas A&M University. Accessed October 20, 2019. http://hdl.handle.net/1969.1/157937.

MLA Handbook (7th Edition):

Bibeka, Apoorba. “Evaluation of CACC Vehicles Clustering on Freeway Performance.” 2016. Web. 20 Oct 2019.

Vancouver:

Bibeka A. Evaluation of CACC Vehicles Clustering on Freeway Performance. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1969.1/157937.

Council of Science Editors:

Bibeka A. Evaluation of CACC Vehicles Clustering on Freeway Performance. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157937

28. Kramer, Cory Adam. An Experimental Investigation on Performance of a Model Geothermal Pile in Sand.

Degree: MS, Civil Engineering, 2013, Penn State University

 The use of geothermal piles as foundation elements of residential and office buildings is an innovative and sustainable method of energy conservation. Heat exchange through… (more)

Subjects/Keywords: geothermal; pile; sand; experimental; laboratory; energy; soil

…43 Figure 3-15. Hydraulic conductivity of F50 Ottawa sand as a function of void ratio… …the bottom of the sand bed… …in dry sand… …63 Figure 4-6. Change in the temperature of dry sand at different radial distances from the… …distances from the pile during heat rejection (heating) into dry and saturated sand… 

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APA (6th Edition):

Kramer, C. A. (2013). An Experimental Investigation on Performance of a Model Geothermal Pile in Sand. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/18918

Chicago Manual of Style (16th Edition):

Kramer, Cory Adam. “An Experimental Investigation on Performance of a Model Geothermal Pile in Sand.” 2013. Masters Thesis, Penn State University. Accessed October 20, 2019. https://etda.libraries.psu.edu/catalog/18918.

MLA Handbook (7th Edition):

Kramer, Cory Adam. “An Experimental Investigation on Performance of a Model Geothermal Pile in Sand.” 2013. Web. 20 Oct 2019.

Vancouver:

Kramer CA. An Experimental Investigation on Performance of a Model Geothermal Pile in Sand. [Internet] [Masters thesis]. Penn State University; 2013. [cited 2019 Oct 20]. Available from: https://etda.libraries.psu.edu/catalog/18918.

Council of Science Editors:

Kramer CA. An Experimental Investigation on Performance of a Model Geothermal Pile in Sand. [Masters Thesis]. Penn State University; 2013. Available from: https://etda.libraries.psu.edu/catalog/18918


University of Akron

29. Khasawneh, Mohammad Ali. The Development and Verification of a New Accelerated Polishing Machine.

Degree: PhD, Civil Engineering, 2008, University of Akron

  During the entire life cycle of a pavement, highway agencies are expected to monitor and maintain an adequate surface roughness (texture) to facilitate friction… (more)

Subjects/Keywords: Civil Engineering; Polishing; Friction; Texture; Temperature; Dynamic Friction Tester; Circular Texture Meter; British Pendulum Tester; and Sand Patch Method

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APA (6th Edition):

Khasawneh, M. A. (2008). The Development and Verification of a New Accelerated Polishing Machine. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821

Chicago Manual of Style (16th Edition):

Khasawneh, Mohammad Ali. “The Development and Verification of a New Accelerated Polishing Machine.” 2008. Doctoral Dissertation, University of Akron. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821.

MLA Handbook (7th Edition):

Khasawneh, Mohammad Ali. “The Development and Verification of a New Accelerated Polishing Machine.” 2008. Web. 20 Oct 2019.

Vancouver:

Khasawneh MA. The Development and Verification of a New Accelerated Polishing Machine. [Internet] [Doctoral dissertation]. University of Akron; 2008. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821.

Council of Science Editors:

Khasawneh MA. The Development and Verification of a New Accelerated Polishing Machine. [Doctoral Dissertation]. University of Akron; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821


Purdue University

30. Espinoza Chavez, Wilson Fernando. Laboratory characterization of2Q-ROK sand.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  A series of laboratory tests were performed in a sand commercially known as2Q-ROK to determine its response to loading. #2Q-ROK is a poorly-graded, clean… (more)

Subjects/Keywords: Applied sciences; Breakage parameters; Critical state; Friction angle; Particle crushing; Particle morphology; Silica sand; Civil Engineering

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APA (6th Edition):

Espinoza Chavez, W. F. (2016). Laboratory characterization of2Q-ROK sand. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/942

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):

Espinoza Chavez, Wilson Fernando. “Laboratory characterization of2Q-ROK sand.” 2016. Thesis, Purdue University. Accessed October 20, 2019. https://docs.lib.purdue.edu/open_access_theses/942.

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

MLA Handbook (7th Edition):

Espinoza Chavez, Wilson Fernando. “Laboratory characterization of2Q-ROK sand.” 2016. Web. 20 Oct 2019.

Vancouver:

Espinoza Chavez WF. Laboratory characterization of2Q-ROK sand. [Internet] [Thesis]. Purdue University; 2016. [cited 2019 Oct 20]. Available from: https://docs.lib.purdue.edu/open_access_theses/942.

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

Council of Science Editors:

Espinoza Chavez WF. Laboratory characterization of2Q-ROK sand. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/942

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

[1] [2] [3] [4]

.