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You searched for subject:(Shear Modulus). Showing records 1 – 30 of 136 total matches.

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University of Washington

1. Ogg, Anderson. Screening Tests of Composites for Use in Tidal Energy Devices.

Degree: 2011, University of Washington

 Four different composite material systems are subjected to nine months of in situ exposure at a potential tidal energy site. These four systems are fiberglass/epoxy,… (more)

Subjects/Keywords: tidal; energy; composites; shear; modulus

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APA (6th Edition):

Ogg, A. (2011). Screening Tests of Composites for Use in Tidal Energy Devices. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/17061

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):

Ogg, Anderson. “Screening Tests of Composites for Use in Tidal Energy Devices.” 2011. Thesis, University of Washington. Accessed April 11, 2021. http://hdl.handle.net/1773/17061.

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

MLA Handbook (7th Edition):

Ogg, Anderson. “Screening Tests of Composites for Use in Tidal Energy Devices.” 2011. Web. 11 Apr 2021.

Vancouver:

Ogg A. Screening Tests of Composites for Use in Tidal Energy Devices. [Internet] [Thesis]. University of Washington; 2011. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1773/17061.

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

Council of Science Editors:

Ogg A. Screening Tests of Composites for Use in Tidal Energy Devices. [Thesis]. University of Washington; 2011. Available from: http://hdl.handle.net/1773/17061

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


University of Utah

2. Litz, Darren James. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.

Degree: MS, Mechanical Engineering, 2012, University of Utah

 Unique constraints are present when shear properties of orthotropic materials are desired, as they typically cannot be derived from tensile material properties like isotropic materials.… (more)

Subjects/Keywords: composites; extensometer; photoelasticity; shear modulus; shear strength; shear testing

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APA (6th Edition):

Litz, D. J. (2012). Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720

Chicago Manual of Style (16th Edition):

Litz, Darren James. “Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.” 2012. Masters Thesis, University of Utah. Accessed April 11, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720.

MLA Handbook (7th Edition):

Litz, Darren James. “Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.” 2012. Web. 11 Apr 2021.

Vancouver:

Litz DJ. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. [Internet] [Masters thesis]. University of Utah; 2012. [cited 2021 Apr 11]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720.

Council of Science Editors:

Litz DJ. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. [Masters Thesis]. University of Utah; 2012. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720


Addis Ababa University

3. ABU, GEMECHU. SHEAR MODULUS AND DAMPING RATIO VALUES OF SOILS FOUND IN ADAMA .

Degree: 2014, Addis Ababa University

 In this study an attempt was done to determine shear modulus and damping ratio of soils found in Adama city. The city is located in… (more)

Subjects/Keywords: SHEAR MODULUS; DAMPING RATIO; VALUES OF SOILS

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APA (6th Edition):

ABU, G. (2014). SHEAR MODULUS AND DAMPING RATIO VALUES OF SOILS FOUND IN ADAMA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4304

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):

ABU, GEMECHU. “SHEAR MODULUS AND DAMPING RATIO VALUES OF SOILS FOUND IN ADAMA .” 2014. Thesis, Addis Ababa University. Accessed April 11, 2021. http://etd.aau.edu.et/dspace/handle/123456789/4304.

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

MLA Handbook (7th Edition):

ABU, GEMECHU. “SHEAR MODULUS AND DAMPING RATIO VALUES OF SOILS FOUND IN ADAMA .” 2014. Web. 11 Apr 2021.

Vancouver:

ABU G. SHEAR MODULUS AND DAMPING RATIO VALUES OF SOILS FOUND IN ADAMA . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2021 Apr 11]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4304.

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

Council of Science Editors:

ABU G. SHEAR MODULUS AND DAMPING RATIO VALUES OF SOILS FOUND IN ADAMA . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4304

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


University of Alberta

4. Bakhorji, Aiman M. Laboratory measurements of static and dynamic elastic properties in carbonate.

Degree: PhD, Department of Physics, 2010, University of Alberta

 The fact that many of the giant hydrocarbon reservoirs, such as the Ghawar field in Saudi Arabia and the Grosmont formation in Alberta, are formed… (more)

Subjects/Keywords: Shear modulus; Carbonate; Elastic properties; Ultrasonic velocity; Bulk modulus

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APA (6th Edition):

Bakhorji, A. M. (2010). Laboratory measurements of static and dynamic elastic properties in carbonate. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/v118rf203

Chicago Manual of Style (16th Edition):

Bakhorji, Aiman M. “Laboratory measurements of static and dynamic elastic properties in carbonate.” 2010. Doctoral Dissertation, University of Alberta. Accessed April 11, 2021. https://era.library.ualberta.ca/files/v118rf203.

MLA Handbook (7th Edition):

Bakhorji, Aiman M. “Laboratory measurements of static and dynamic elastic properties in carbonate.” 2010. Web. 11 Apr 2021.

Vancouver:

Bakhorji AM. Laboratory measurements of static and dynamic elastic properties in carbonate. [Internet] [Doctoral dissertation]. University of Alberta; 2010. [cited 2021 Apr 11]. Available from: https://era.library.ualberta.ca/files/v118rf203.

Council of Science Editors:

Bakhorji AM. Laboratory measurements of static and dynamic elastic properties in carbonate. [Doctoral Dissertation]. University of Alberta; 2010. Available from: https://era.library.ualberta.ca/files/v118rf203


Penn State University

5. Tavassoti Kheiry, Pezhouhan. Non-Destructive Characterization of Asphalt Concrete Mixtures through Resonant Column Testing.

Degree: 2016, Penn State University

 Asphalt concrete is a multiphase viscoelastic composite material; hence its mechanical properties change with frequency of the applied loads and the temperature. In many of… (more)

Subjects/Keywords: Asphalt Concrete; Nondestructive Test; Damping; Resonant Column Test; Shear Modulus; Dynamic Modulus

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APA (6th Edition):

Tavassoti Kheiry, P. (2016). Non-Destructive Characterization of Asphalt Concrete Mixtures through Resonant Column Testing. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/dz010q056

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):

Tavassoti Kheiry, Pezhouhan. “Non-Destructive Characterization of Asphalt Concrete Mixtures through Resonant Column Testing.” 2016. Thesis, Penn State University. Accessed April 11, 2021. https://submit-etda.libraries.psu.edu/catalog/dz010q056.

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

MLA Handbook (7th Edition):

Tavassoti Kheiry, Pezhouhan. “Non-Destructive Characterization of Asphalt Concrete Mixtures through Resonant Column Testing.” 2016. Web. 11 Apr 2021.

Vancouver:

Tavassoti Kheiry P. Non-Destructive Characterization of Asphalt Concrete Mixtures through Resonant Column Testing. [Internet] [Thesis]. Penn State University; 2016. [cited 2021 Apr 11]. Available from: https://submit-etda.libraries.psu.edu/catalog/dz010q056.

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

Council of Science Editors:

Tavassoti Kheiry P. Non-Destructive Characterization of Asphalt Concrete Mixtures through Resonant Column Testing. [Thesis]. Penn State University; 2016. Available from: https://submit-etda.libraries.psu.edu/catalog/dz010q056

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


University of New South Wales

6. Payan, Meghdad. Study of small strain dynamic properties of sands and silty sands.

Degree: Civil & Environmental Engineering, 2017, University of New South Wales

Shear modulus (G), Young’s modulus (E) and damping ratio (D) are key properties of soils which play fundamental roles in the analysis and design of… (more)

Subjects/Keywords: Damping ratio; Shear modulus; Young's modulus; Poisson's ratio; Particle shape; Grain size characteristics

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APA (6th Edition):

Payan, M. (2017). Study of small strain dynamic properties of sands and silty sands. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/58122 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:45429/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Payan, Meghdad. “Study of small strain dynamic properties of sands and silty sands.” 2017. Doctoral Dissertation, University of New South Wales. Accessed April 11, 2021. http://handle.unsw.edu.au/1959.4/58122 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:45429/SOURCE02?view=true.

MLA Handbook (7th Edition):

Payan, Meghdad. “Study of small strain dynamic properties of sands and silty sands.” 2017. Web. 11 Apr 2021.

Vancouver:

Payan M. Study of small strain dynamic properties of sands and silty sands. [Internet] [Doctoral dissertation]. University of New South Wales; 2017. [cited 2021 Apr 11]. Available from: http://handle.unsw.edu.au/1959.4/58122 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:45429/SOURCE02?view=true.

Council of Science Editors:

Payan M. Study of small strain dynamic properties of sands and silty sands. [Doctoral Dissertation]. University of New South Wales; 2017. Available from: http://handle.unsw.edu.au/1959.4/58122 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:45429/SOURCE02?view=true


NSYSU

7. Feng, Yu-ting. The investigation of mechanical properties of ZrCu/Zr/ZrCu amorphousï¼crystallineãnanolaminates with inclined interface by molecular statics simulation.

Degree: Master, Mechanical and Electro-Mechanical Engineering, 2012, NSYSU

 In this study, the mechanical properties of Cu-Zr binary bulk metallic glasses (BMG) were investigated at the nano-scale. The stable amorphous structures and corresponding energies… (more)

Subjects/Keywords: DFT; Cu-Zr BMGs; TFMGs; Molecular Static; Poisson ratio; Young's modulus; fitting; Bulk modulus; Shear modulus

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APA (6th Edition):

Feng, Y. (2012). The investigation of mechanical properties of ZrCu/Zr/ZrCu amorphousï¼crystallineãnanolaminates with inclined interface by molecular statics simulation. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0723112-131954

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):

Feng, Yu-ting. “The investigation of mechanical properties of ZrCu/Zr/ZrCu amorphousï¼crystallineãnanolaminates with inclined interface by molecular statics simulation.” 2012. Thesis, NSYSU. Accessed April 11, 2021. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0723112-131954.

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

MLA Handbook (7th Edition):

Feng, Yu-ting. “The investigation of mechanical properties of ZrCu/Zr/ZrCu amorphousï¼crystallineãnanolaminates with inclined interface by molecular statics simulation.” 2012. Web. 11 Apr 2021.

Vancouver:

Feng Y. The investigation of mechanical properties of ZrCu/Zr/ZrCu amorphousï¼crystallineãnanolaminates with inclined interface by molecular statics simulation. [Internet] [Thesis]. NSYSU; 2012. [cited 2021 Apr 11]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0723112-131954.

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

Council of Science Editors:

Feng Y. The investigation of mechanical properties of ZrCu/Zr/ZrCu amorphousï¼crystallineãnanolaminates with inclined interface by molecular statics simulation. [Thesis]. NSYSU; 2012. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0723112-131954

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

8. Suprunenko, Ganna. SUCTION-CONTROLLED CYCLIC TRIAXIAL TEST TO MEASURE STRAIN-DEPENDENT DYNAMIC SHEAR MODULUS OF UNSATURATED SAND.

Degree: MS, 2015, University of New Hampshire

 Recent advancement in unsaturated soil mechanics revealed the influence of the degree of saturation on dynamic properties of soils due to inter-particle suction forces. However,… (more)

Subjects/Keywords: Dynamic triaxial testing; Ottawa F75 sand; Shear modulus; Shear modulus reduction curve; Unsaturated soils; Civil engineering

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APA (6th Edition):

Suprunenko, G. (2015). SUCTION-CONTROLLED CYCLIC TRIAXIAL TEST TO MEASURE STRAIN-DEPENDENT DYNAMIC SHEAR MODULUS OF UNSATURATED SAND. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/1036

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):

Suprunenko, Ganna. “SUCTION-CONTROLLED CYCLIC TRIAXIAL TEST TO MEASURE STRAIN-DEPENDENT DYNAMIC SHEAR MODULUS OF UNSATURATED SAND.” 2015. Thesis, University of New Hampshire. Accessed April 11, 2021. https://scholars.unh.edu/thesis/1036.

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

MLA Handbook (7th Edition):

Suprunenko, Ganna. “SUCTION-CONTROLLED CYCLIC TRIAXIAL TEST TO MEASURE STRAIN-DEPENDENT DYNAMIC SHEAR MODULUS OF UNSATURATED SAND.” 2015. Web. 11 Apr 2021.

Vancouver:

Suprunenko G. SUCTION-CONTROLLED CYCLIC TRIAXIAL TEST TO MEASURE STRAIN-DEPENDENT DYNAMIC SHEAR MODULUS OF UNSATURATED SAND. [Internet] [Thesis]. University of New Hampshire; 2015. [cited 2021 Apr 11]. Available from: https://scholars.unh.edu/thesis/1036.

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

Council of Science Editors:

Suprunenko G. SUCTION-CONTROLLED CYCLIC TRIAXIAL TEST TO MEASURE STRAIN-DEPENDENT DYNAMIC SHEAR MODULUS OF UNSATURATED SAND. [Thesis]. University of New Hampshire; 2015. Available from: https://scholars.unh.edu/thesis/1036

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


University of Waterloo

9. Irfan, Muhammad. Advancements in bender-element testing - frequency effects.

Degree: 2019, University of Waterloo

 Modern building and bridge codes require seismic design of foundations and structures; for which, the evaluation of the soil’s response to dynamic loads is an… (more)

Subjects/Keywords: bender element testing; resonant column testing; shear modulus; damping ratio; shear wave velocity; soil dynamics

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APA (6th Edition):

Irfan, M. (2019). Advancements in bender-element testing - frequency effects. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15138

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):

Irfan, Muhammad. “Advancements in bender-element testing - frequency effects.” 2019. Thesis, University of Waterloo. Accessed April 11, 2021. http://hdl.handle.net/10012/15138.

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

MLA Handbook (7th Edition):

Irfan, Muhammad. “Advancements in bender-element testing - frequency effects.” 2019. Web. 11 Apr 2021.

Vancouver:

Irfan M. Advancements in bender-element testing - frequency effects. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10012/15138.

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

Council of Science Editors:

Irfan M. Advancements in bender-element testing - frequency effects. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15138

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


KTH

10. Larsson, David. Accuracy Assessment of Shear Wave Elastography for Arterial Applications by Mechanical Testing.

Degree: Solid Mechanics (Div.), 2014, KTH

  Arterial stiffness is an important biometric in predicting cardiovascular diseases, since mechanical properties serve as indicators of several pathologies such as e.g. atherosclerosis. Shear(more)

Subjects/Keywords: Accuracy assessment; Arteries; Phantoms; Poly(vinyl alcohol); Mechanical testing; Shear Modulus; Shear Wave Elastography; Ultrasound

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APA (6th Edition):

Larsson, D. (2014). Accuracy Assessment of Shear Wave Elastography for Arterial Applications by Mechanical Testing. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-160091

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):

Larsson, David. “Accuracy Assessment of Shear Wave Elastography for Arterial Applications by Mechanical Testing.” 2014. Thesis, KTH. Accessed April 11, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-160091.

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

MLA Handbook (7th Edition):

Larsson, David. “Accuracy Assessment of Shear Wave Elastography for Arterial Applications by Mechanical Testing.” 2014. Web. 11 Apr 2021.

Vancouver:

Larsson D. Accuracy Assessment of Shear Wave Elastography for Arterial Applications by Mechanical Testing. [Internet] [Thesis]. KTH; 2014. [cited 2021 Apr 11]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-160091.

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

Council of Science Editors:

Larsson D. Accuracy Assessment of Shear Wave Elastography for Arterial Applications by Mechanical Testing. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-160091

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


University of Kentucky

11. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 11 Apr 2021.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: https://uknowledge.uky.edu/ce_etds/11


Texas A&M University

12. Gou, Kun 1981-. Recovery of the Shear Modulus and Residual Stress of Hyperelastic Soft Tissues by Inverse Spectral Techniques.

Degree: PhD, Mathematics, 2012, Texas A&M University

 Inverse spectral techniques are developed in this dissertation for recovering the shear modulus and residual stress of soft tissues. Shear modulus is one of several… (more)

Subjects/Keywords: IVUS; arterial wall; inverse spectral problems; residual stress; shear modulus

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APA (6th Edition):

Gou, K. 1. (2012). Recovery of the Shear Modulus and Residual Stress of Hyperelastic Soft Tissues by Inverse Spectral Techniques. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148199

Chicago Manual of Style (16th Edition):

Gou, Kun 1981-. “Recovery of the Shear Modulus and Residual Stress of Hyperelastic Soft Tissues by Inverse Spectral Techniques.” 2012. Doctoral Dissertation, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/148199.

MLA Handbook (7th Edition):

Gou, Kun 1981-. “Recovery of the Shear Modulus and Residual Stress of Hyperelastic Soft Tissues by Inverse Spectral Techniques.” 2012. Web. 11 Apr 2021.

Vancouver:

Gou K1. Recovery of the Shear Modulus and Residual Stress of Hyperelastic Soft Tissues by Inverse Spectral Techniques. [Internet] [Doctoral dissertation]. Texas A&M University; 2012. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/148199.

Council of Science Editors:

Gou K1. Recovery of the Shear Modulus and Residual Stress of Hyperelastic Soft Tissues by Inverse Spectral Techniques. [Doctoral Dissertation]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148199


Texas A&M University

13. Brackin, Michael S. Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers.

Degree: MS, Civil Engineering, 2010, Texas A&M University

 Laminated glass is comprised of multiple glass plates coupled together in a sandwich construction through the use of a polymorphous interlayer that acts as a… (more)

Subjects/Keywords: Laminated Glass; Interlayer Shear Modulus

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APA (6th Edition):

Brackin, M. S. (2010). Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990

Chicago Manual of Style (16th Edition):

Brackin, Michael S. “Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers.” 2010. Masters Thesis, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990.

MLA Handbook (7th Edition):

Brackin, Michael S. “Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers.” 2010. Web. 11 Apr 2021.

Vancouver:

Brackin MS. Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers. [Internet] [Masters thesis]. Texas A&M University; 2010. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990.

Council of Science Editors:

Brackin MS. Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers. [Masters Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990


Texas A&M University

14. Liu, Xuchen. Continuous Versus Discontinuous Elastic Modulus Distribution in Inverse Problems Based on Finite Element Methods.

Degree: MS, Mechanical Engineering, 2015, Texas A&M University

 Elasticity imaging, which is also known as Elastography, aims to determine the elastic property distribution of non-homogeneous deformable solids such as soft tissues. This can… (more)

Subjects/Keywords: Elasticity Imaging; forward problem; inverse problem; shear modulus

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APA (6th Edition):

Liu, X. (2015). Continuous Versus Discontinuous Elastic Modulus Distribution in Inverse Problems Based on Finite Element Methods. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155332

Chicago Manual of Style (16th Edition):

Liu, Xuchen. “Continuous Versus Discontinuous Elastic Modulus Distribution in Inverse Problems Based on Finite Element Methods.” 2015. Masters Thesis, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/155332.

MLA Handbook (7th Edition):

Liu, Xuchen. “Continuous Versus Discontinuous Elastic Modulus Distribution in Inverse Problems Based on Finite Element Methods.” 2015. Web. 11 Apr 2021.

Vancouver:

Liu X. Continuous Versus Discontinuous Elastic Modulus Distribution in Inverse Problems Based on Finite Element Methods. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/155332.

Council of Science Editors:

Liu X. Continuous Versus Discontinuous Elastic Modulus Distribution in Inverse Problems Based on Finite Element Methods. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155332


Delft University of Technology

15. Dijkink, Laura (author). Mechanics of wrinkled graphene membranes.

Degree: 2019, Delft University of Technology

The outstanding mechanical properties of graphene have made it a suitable candidate for awide range of sensor and actuator applications in modern technology. However, before… (more)

Subjects/Keywords: Graphene; wrinkles; constitutive modeling; nonlinear identification; Poisson's ratio; Shear modulus

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APA (6th Edition):

Dijkink, L. (. (2019). Mechanics of wrinkled graphene membranes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:47248a11-bf37-45f1-8528-62631329a885

Chicago Manual of Style (16th Edition):

Dijkink, Laura (author). “Mechanics of wrinkled graphene membranes.” 2019. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:47248a11-bf37-45f1-8528-62631329a885.

MLA Handbook (7th Edition):

Dijkink, Laura (author). “Mechanics of wrinkled graphene membranes.” 2019. Web. 11 Apr 2021.

Vancouver:

Dijkink L(. Mechanics of wrinkled graphene membranes. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:47248a11-bf37-45f1-8528-62631329a885.

Council of Science Editors:

Dijkink L(. Mechanics of wrinkled graphene membranes. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:47248a11-bf37-45f1-8528-62631329a885


University of Ottawa

16. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

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APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

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):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed April 11, 2021. http://hdl.handle.net/10393/35059.

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

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 11 Apr 2021.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10393/35059.

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

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

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


University of Sydney

17. Duraisamy, Youventharan. Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand .

Degree: 2016, University of Sydney

 This thesis explores the performance of small scale cemented soil columns produced using soil mixing with cement resulting from bacterially mediated reactions that precipitate calcium… (more)

Subjects/Keywords: Biocementation; Shear Modulus; Biocemented Column; Calcite Precipitation; Urea Hydrolysis; Soil Mixing

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

APA (6th Edition):

Duraisamy, Y. (2016). Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/15533

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):

Duraisamy, Youventharan. “Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand .” 2016. Thesis, University of Sydney. Accessed April 11, 2021. http://hdl.handle.net/2123/15533.

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

MLA Handbook (7th Edition):

Duraisamy, Youventharan. “Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand .” 2016. Web. 11 Apr 2021.

Vancouver:

Duraisamy Y. Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand . [Internet] [Thesis]. University of Sydney; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2123/15533.

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

Council of Science Editors:

Duraisamy Y. Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand . [Thesis]. University of Sydney; 2016. Available from: http://hdl.handle.net/2123/15533

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


Iowa State University

18. Xue, Ziqiang. Contsruction and performance of chemically and mechanically stabilized granular road test sections.

Degree: 2020, Iowa State University

 Granular surface roads in rural Iowa were frequently subjected to freeze-thaw cycle. Which resulting road damage such as frost heave, frost boils, thaw weakening, rutting… (more)

Subjects/Keywords: Cost summary; Elastic modulus; Granular roadway; Shear strength; Stabilization methods

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APA (6th Edition):

Xue, Z. (2020). Contsruction and performance of chemically and mechanically stabilized granular road test sections. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/18430

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):

Xue, Ziqiang. “Contsruction and performance of chemically and mechanically stabilized granular road test sections.” 2020. Thesis, Iowa State University. Accessed April 11, 2021. https://lib.dr.iastate.edu/etd/18430.

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

MLA Handbook (7th Edition):

Xue, Ziqiang. “Contsruction and performance of chemically and mechanically stabilized granular road test sections.” 2020. Web. 11 Apr 2021.

Vancouver:

Xue Z. Contsruction and performance of chemically and mechanically stabilized granular road test sections. [Internet] [Thesis]. Iowa State University; 2020. [cited 2021 Apr 11]. Available from: https://lib.dr.iastate.edu/etd/18430.

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

Council of Science Editors:

Xue Z. Contsruction and performance of chemically and mechanically stabilized granular road test sections. [Thesis]. Iowa State University; 2020. Available from: https://lib.dr.iastate.edu/etd/18430

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


Virginia Tech

19. Dunlap, Myles Derrick. Experimental Measurement of the Utricle's Dynamic Response and the Mechanoelectrical Characterization of a Micron-Sized DIB.

Degree: PhD, Biomedical Engineering, 2013, Virginia Tech

 Within the vestibular system are otolith organs, both the utricle and saccule. The primary function of these organs is to transduce linear head accelerations and… (more)

Subjects/Keywords: utricle; dynamic response; shear modulus; bilayer lipid membrane; DIB

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APA (6th Edition):

Dunlap, M. D. (2013). Experimental Measurement of the Utricle's Dynamic Response and the Mechanoelectrical Characterization of a Micron-Sized DIB. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52862

Chicago Manual of Style (16th Edition):

Dunlap, Myles Derrick. “Experimental Measurement of the Utricle's Dynamic Response and the Mechanoelectrical Characterization of a Micron-Sized DIB.” 2013. Doctoral Dissertation, Virginia Tech. Accessed April 11, 2021. http://hdl.handle.net/10919/52862.

MLA Handbook (7th Edition):

Dunlap, Myles Derrick. “Experimental Measurement of the Utricle's Dynamic Response and the Mechanoelectrical Characterization of a Micron-Sized DIB.” 2013. Web. 11 Apr 2021.

Vancouver:

Dunlap MD. Experimental Measurement of the Utricle's Dynamic Response and the Mechanoelectrical Characterization of a Micron-Sized DIB. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10919/52862.

Council of Science Editors:

Dunlap MD. Experimental Measurement of the Utricle's Dynamic Response and the Mechanoelectrical Characterization of a Micron-Sized DIB. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/52862

20. Le, Khoa Ngoc. A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils.

Degree: MS, 2016, University of New Hampshire

 The importance of unsaturated soil mechanics has become of interest in recent decades to the geotechnical community. Previous investigations have led to the conclusion that… (more)

Subjects/Keywords: Direct Simple Shear; Dynamic Properties; Medium Shear Strains; Partially Saturated Soils; Shear Modulus; Unsaturated Soils; Civil engineering

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APA (6th Edition):

Le, K. N. (2016). A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/1082

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):

Le, Khoa Ngoc. “A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils.” 2016. Thesis, University of New Hampshire. Accessed April 11, 2021. https://scholars.unh.edu/thesis/1082.

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

MLA Handbook (7th Edition):

Le, Khoa Ngoc. “A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils.” 2016. Web. 11 Apr 2021.

Vancouver:

Le KN. A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils. [Internet] [Thesis]. University of New Hampshire; 2016. [cited 2021 Apr 11]. Available from: https://scholars.unh.edu/thesis/1082.

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

Council of Science Editors:

Le KN. A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils. [Thesis]. University of New Hampshire; 2016. Available from: https://scholars.unh.edu/thesis/1082

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


University of Western Ontario

21. Ahmad, Saeed. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.

Degree: 2016, University of Western Ontario

 The shear wave velocity (Vs) and shear modulus (G) are important parameters that are required when dealing with a variety of geotechnical problems covering a… (more)

Subjects/Keywords: Piezoelectric ring actuators; shear wave velocity; low-strain shear modulus; dynamic shear modulus; stiffness; oedometer; cyclic triaxial; static triaxial; cohesive soils; sands; empirical correlations.; Engineering

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APA (6th Edition):

Ahmad, S. (2016). Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3490

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):

Ahmad, Saeed. “Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.” 2016. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/3490.

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

MLA Handbook (7th Edition):

Ahmad, Saeed. “Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.” 2016. Web. 11 Apr 2021.

Vancouver:

Ahmad S. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/3490.

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

Council of Science Editors:

Ahmad S. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/3490

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


RMIT University

22. Radman, A. Bi-directional evolutionary structural optimization (BESO) for topology optimization of material’s microstructure.

Degree: 2013, RMIT University

 It is known that composite materials with improved properties can be achieved through modifications to the topology of their microstructures. Structural topology optimization approaches can… (more)

Subjects/Keywords: Fields of Research; Topology optimization; bulk modulus; shear modulus; thermal conductivity; homogenization; isotropic materials; functionally graded materials

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APA (6th Edition):

Radman, A. (2013). Bi-directional evolutionary structural optimization (BESO) for topology optimization of material’s microstructure. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:160623

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):

Radman, A. “Bi-directional evolutionary structural optimization (BESO) for topology optimization of material’s microstructure.” 2013. Thesis, RMIT University. Accessed April 11, 2021. http://researchbank.rmit.edu.au/view/rmit:160623.

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

MLA Handbook (7th Edition):

Radman, A. “Bi-directional evolutionary structural optimization (BESO) for topology optimization of material’s microstructure.” 2013. Web. 11 Apr 2021.

Vancouver:

Radman A. Bi-directional evolutionary structural optimization (BESO) for topology optimization of material’s microstructure. [Internet] [Thesis]. RMIT University; 2013. [cited 2021 Apr 11]. Available from: http://researchbank.rmit.edu.au/view/rmit:160623.

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

Council of Science Editors:

Radman A. Bi-directional evolutionary structural optimization (BESO) for topology optimization of material’s microstructure. [Thesis]. RMIT University; 2013. Available from: http://researchbank.rmit.edu.au/view/rmit:160623

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


Penn State University

23. Sadeghi, Seyedali. EVALUATION OF MUSCLE FUNCTION AND PATHOLOGIES USING ULTRASOUND SHEAR WAVE ELASTOGRAPHY.

Degree: 2019, Penn State University

 Several pathologies of the musculoskeletal system affect muscle force production. Current techniques for measuring muscle function such as surface electromyography and dynamometry may offer information… (more)

Subjects/Keywords: Ultrasound shear wave elastography; muscle force production; posterior lumbar fusion; radiofrequency neurotomy; compartment syndrome; shear modulus

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APA (6th Edition):

Sadeghi, S. (2019). EVALUATION OF MUSCLE FUNCTION AND PATHOLOGIES USING ULTRASOUND SHEAR WAVE ELASTOGRAPHY. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/16913sus653

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):

Sadeghi, Seyedali. “EVALUATION OF MUSCLE FUNCTION AND PATHOLOGIES USING ULTRASOUND SHEAR WAVE ELASTOGRAPHY.” 2019. Thesis, Penn State University. Accessed April 11, 2021. https://submit-etda.libraries.psu.edu/catalog/16913sus653.

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

MLA Handbook (7th Edition):

Sadeghi, Seyedali. “EVALUATION OF MUSCLE FUNCTION AND PATHOLOGIES USING ULTRASOUND SHEAR WAVE ELASTOGRAPHY.” 2019. Web. 11 Apr 2021.

Vancouver:

Sadeghi S. EVALUATION OF MUSCLE FUNCTION AND PATHOLOGIES USING ULTRASOUND SHEAR WAVE ELASTOGRAPHY. [Internet] [Thesis]. Penn State University; 2019. [cited 2021 Apr 11]. Available from: https://submit-etda.libraries.psu.edu/catalog/16913sus653.

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

Council of Science Editors:

Sadeghi S. EVALUATION OF MUSCLE FUNCTION AND PATHOLOGIES USING ULTRASOUND SHEAR WAVE ELASTOGRAPHY. [Thesis]. Penn State University; 2019. Available from: https://submit-etda.libraries.psu.edu/catalog/16913sus653

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


Brigham Young University

24. Kinney, Landon Scott. Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains.

Degree: MS, 2018, Brigham Young University

 Liquefaction is a costly phenomenon where soil shear modulus degrades as the generation of excess pore pressures begins. One of the methods to mitigate liquefaction,… (more)

Subjects/Keywords: Landon S. Kinney; Kyle M. Rollins; shear modulus; pore pressure ratio; prefabricated vertical drains; volumetric strain; cyclic shear strain; Engineering

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APA (6th Edition):

Kinney, L. S. (2018). Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8709&context=etd

Chicago Manual of Style (16th Edition):

Kinney, Landon Scott. “Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains.” 2018. Masters Thesis, Brigham Young University. Accessed April 11, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8709&context=etd.

MLA Handbook (7th Edition):

Kinney, Landon Scott. “Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains.” 2018. Web. 11 Apr 2021.

Vancouver:

Kinney LS. Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains. [Internet] [Masters thesis]. Brigham Young University; 2018. [cited 2021 Apr 11]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8709&context=etd.

Council of Science Editors:

Kinney LS. Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains. [Masters Thesis]. Brigham Young University; 2018. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8709&context=etd


University of Kentucky

25. Walton-Macaulay, Corrie. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.

Degree: 2015, University of Kentucky

 The objective of this research study is to determine whether the soil stiffness, from which the small-strain shear modulus is determined, can be used to… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Compacted Clay; Soil-Water Characteristic Curve; Shear Modulus; Soil Stiffness; Shear Strength.; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Walton-Macaulay, C. (2015). PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/28

Chicago Manual of Style (16th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Doctoral Dissertation, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/28.

MLA Handbook (7th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Web. 11 Apr 2021.

Vancouver:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/28.

Council of Science Editors:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/28


Colorado School of Mines

26. Rodrigues, Patricia Evelyn. Shear modulus of heavy oils, rheometer measurements: confinement effect and amplitude dependence.

Degree: PhD, Geophysics, 2014, Colorado School of Mines

 The success of seismic and other acoustic monitoring techniques is based on the ability of geophysicists to accurately model acoustic waves propagation. True "fluids" are… (more)

Subjects/Keywords: confinement; heavy oils; amplitude dependence; shear modulus; Heavy oil  – Elastic properties  – Measurement; Shear waves; Elastic wave propagation; Rheometers; Viscoelasticity

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APA (6th Edition):

Rodrigues, P. E. (2014). Shear modulus of heavy oils, rheometer measurements: confinement effect and amplitude dependence. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/413

Chicago Manual of Style (16th Edition):

Rodrigues, Patricia Evelyn. “Shear modulus of heavy oils, rheometer measurements: confinement effect and amplitude dependence.” 2014. Doctoral Dissertation, Colorado School of Mines. Accessed April 11, 2021. http://hdl.handle.net/11124/413.

MLA Handbook (7th Edition):

Rodrigues, Patricia Evelyn. “Shear modulus of heavy oils, rheometer measurements: confinement effect and amplitude dependence.” 2014. Web. 11 Apr 2021.

Vancouver:

Rodrigues PE. Shear modulus of heavy oils, rheometer measurements: confinement effect and amplitude dependence. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11124/413.

Council of Science Editors:

Rodrigues PE. Shear modulus of heavy oils, rheometer measurements: confinement effect and amplitude dependence. [Doctoral Dissertation]. Colorado School of Mines; 2014. Available from: http://hdl.handle.net/11124/413

27. Landrus, Daniel David. Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance.

Degree: MS, Civil Engineering, 2016, University of North Dakota

  In this study, the change in rheological properties of nanoclay modified asphalt binders was determined in the laboratory. The four performance grade asphalt binders… (more)

Subjects/Keywords: Asphalt Pavement Analyzer; Complex Modulus; Dynamic Shear Rheometer; Nanoclay; Rheology; Rutting Resistance

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APA (6th Edition):

Landrus, D. D. (2016). Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1916

Chicago Manual of Style (16th Edition):

Landrus, Daniel David. “Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance.” 2016. Masters Thesis, University of North Dakota. Accessed April 11, 2021. https://commons.und.edu/theses/1916.

MLA Handbook (7th Edition):

Landrus, Daniel David. “Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance.” 2016. Web. 11 Apr 2021.

Vancouver:

Landrus DD. Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance. [Internet] [Masters thesis]. University of North Dakota; 2016. [cited 2021 Apr 11]. Available from: https://commons.und.edu/theses/1916.

Council of Science Editors:

Landrus DD. Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance. [Masters Thesis]. University of North Dakota; 2016. Available from: https://commons.und.edu/theses/1916


University of Notre Dame

28. Luling Yang. Shear Stiffness Modeling of Cemented Sand</h1>.

Degree: Civil Engineering and Geological Sciences, 2007, University of Notre Dame

  Nonlinear site response analyses can provide more accurate predictions of ground motions during an earthquake than equivalent linear procedures, especially for higher amplitude ground… (more)

Subjects/Keywords: cemented sand; shear modulus; damping; modeling

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

APA (6th Edition):

Yang, L. (2007). Shear Stiffness Modeling of Cemented Sand</h1>. (Thesis). University of Notre Dame. Retrieved from https://curate.nd.edu/show/f4752f77x2v

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):

Yang, Luling. “Shear Stiffness Modeling of Cemented Sand</h1>.” 2007. Thesis, University of Notre Dame. Accessed April 11, 2021. https://curate.nd.edu/show/f4752f77x2v.

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

MLA Handbook (7th Edition):

Yang, Luling. “Shear Stiffness Modeling of Cemented Sand</h1>.” 2007. Web. 11 Apr 2021.

Vancouver:

Yang L. Shear Stiffness Modeling of Cemented Sand</h1>. [Internet] [Thesis]. University of Notre Dame; 2007. [cited 2021 Apr 11]. Available from: https://curate.nd.edu/show/f4752f77x2v.

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

Council of Science Editors:

Yang L. Shear Stiffness Modeling of Cemented Sand</h1>. [Thesis]. University of Notre Dame; 2007. Available from: https://curate.nd.edu/show/f4752f77x2v

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


Arizona State University

29. Evans, Ashley Elizabeth. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.

Degree: Civil, Environmental and Sustainable Engineering, 2018, Arizona State University

 Laterally-loaded short rigid drilled shaft foundations are the primary foundation used within the electric power transmission line industry. Performance of these laterally loaded foundations is… (more)

Subjects/Keywords: Civil engineering; degradation factor; pressuremeter modulus; shear wave velocity; unsaturated soil mechanics

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

APA (6th Edition):

Evans, A. E. (2018). Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/50498

Chicago Manual of Style (16th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Doctoral Dissertation, Arizona State University. Accessed April 11, 2021. http://repository.asu.edu/items/50498.

MLA Handbook (7th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Web. 11 Apr 2021.

Vancouver:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Internet] [Doctoral dissertation]. Arizona State University; 2018. [cited 2021 Apr 11]. Available from: http://repository.asu.edu/items/50498.

Council of Science Editors:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Doctoral Dissertation]. Arizona State University; 2018. Available from: http://repository.asu.edu/items/50498


University of Waterloo

30. Trinidad, Ephraim. Evaluation of Hybrid Electrically Conductive Adhesives.

Degree: 2016, University of Waterloo

 An electrically conductive adhesive (ECA) is a composite material acting as a conductive paste, which consists of a thermoset loaded with conductive fillers (typically silver… (more)

Subjects/Keywords: Adhesive; Viscosity; Electrical Conductivity; Lap-Shear Strength; Graphene; Surfactant; PEDOT:PSS; Silver; Composite; Modulus

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

APA (6th Edition):

Trinidad, E. (2016). Evaluation of Hybrid Electrically Conductive Adhesives. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10991

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):

Trinidad, Ephraim. “Evaluation of Hybrid Electrically Conductive Adhesives.” 2016. Thesis, University of Waterloo. Accessed April 11, 2021. http://hdl.handle.net/10012/10991.

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

MLA Handbook (7th Edition):

Trinidad, Ephraim. “Evaluation of Hybrid Electrically Conductive Adhesives.” 2016. Web. 11 Apr 2021.

Vancouver:

Trinidad E. Evaluation of Hybrid Electrically Conductive Adhesives. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10012/10991.

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

Council of Science Editors:

Trinidad E. Evaluation of Hybrid Electrically Conductive Adhesives. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10991

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

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