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You searched for subject:(SHEAR STRENGTH ELASTOMECHANICS ). Showing records 1 – 30 of 9217 total matches.

[1] [2] [3] [4] [5] … [308]

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Addis Ababa University

1. Ayenew, Zewdie. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .

Degree: 2012, Addis Ababa University

 Considerable research work has been done on the shear strength properties of most soils. However, very little information is available on the shear strength characteristics… (more)

Subjects/Keywords: INVESTIGATION; SHEAR STRENGTH

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

APA (6th Edition):

Ayenew, Z. (2012). INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4091

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):

Ayenew, Zewdie. “INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .” 2012. Thesis, Addis Ababa University. Accessed January 21, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4091.

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

MLA Handbook (7th Edition):

Ayenew, Zewdie. “INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .” 2012. Web. 21 Jan 2020.

Vancouver:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Jan 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4091.

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

Council of Science Editors:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4091

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


Colorado State University

2. Herweynen, Wesley J. Shear strength of coal combustion product by vane shear.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 The objective of this study was to evaluate the shear strength of a coal combustion product (CCP) using the vane shear test. The CCP was… (more)

Subjects/Keywords: Drained Strength; Undrained Strength; Coal Combustion Product; Vane Shear; Shear Strength

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APA (6th Edition):

Herweynen, W. J. (2018). Shear strength of coal combustion product by vane shear. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/191390

Chicago Manual of Style (16th Edition):

Herweynen, Wesley J. “Shear strength of coal combustion product by vane shear.” 2018. Masters Thesis, Colorado State University. Accessed January 21, 2020. http://hdl.handle.net/10217/191390.

MLA Handbook (7th Edition):

Herweynen, Wesley J. “Shear strength of coal combustion product by vane shear.” 2018. Web. 21 Jan 2020.

Vancouver:

Herweynen WJ. Shear strength of coal combustion product by vane shear. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10217/191390.

Council of Science Editors:

Herweynen WJ. Shear strength of coal combustion product by vane shear. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/191390


Delft University of Technology

3. Sun, X. Small and medium scale direct shear test of the Bremanger sandstone rockfill:.

Degree: 2010, Delft University of Technology

 This study focuses on the shear strength of the Bremanger sandstone used as rockfill for a crane walkway. The rockfill was tested in a small… (more)

Subjects/Keywords: rockfill; direct shear box; shear strength model

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APA (6th Edition):

Sun, X. (2010). Small and medium scale direct shear test of the Bremanger sandstone rockfill:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6

Chicago Manual of Style (16th Edition):

Sun, X. “Small and medium scale direct shear test of the Bremanger sandstone rockfill:.” 2010. Masters Thesis, Delft University of Technology. Accessed January 21, 2020. http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6.

MLA Handbook (7th Edition):

Sun, X. “Small and medium scale direct shear test of the Bremanger sandstone rockfill:.” 2010. Web. 21 Jan 2020.

Vancouver:

Sun X. Small and medium scale direct shear test of the Bremanger sandstone rockfill:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2020 Jan 21]. Available from: http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6.

Council of Science Editors:

Sun X. Small and medium scale direct shear test of the Bremanger sandstone rockfill:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6


Texas A&M University

4. Kulkarni, Renu Uday. A potential technique to determine the unsaturated soil shear strength parameter.

Degree: 2008, Texas A&M University

 The shear strength behavior of unsaturated soils is a complex phenomenon. The major factors that lead to the complex behavior are grain size, natural alteration… (more)

Subjects/Keywords: Unsaturated soil mechanics; shear strength

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APA (6th Edition):

Kulkarni, R. U. (2008). A potential technique to determine the unsaturated soil shear strength parameter. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/86016

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):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Thesis, Texas A&M University. Accessed January 21, 2020. http://hdl.handle.net/1969.1/86016.

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

MLA Handbook (7th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Web. 21 Jan 2020.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1969.1/86016.

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

Council of Science Editors:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Thesis]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/86016

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


Addis Ababa University

5. EYOB, TEFERI. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .

Degree: 2013, Addis Ababa University

 Most of the shear strength tests and studies done in this country particularly in Addis Ababa are using the conventional triaxial machine, which is unable… (more)

Subjects/Keywords: UNSATURATED SHEAR STRENGTH; SILT SOILS

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APA (6th Edition):

EYOB, T. (2013). UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4086

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):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Thesis, Addis Ababa University. Accessed January 21, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4086.

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

MLA Handbook (7th Edition):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Web. 21 Jan 2020.

Vancouver:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Jan 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086.

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

Council of Science Editors:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086

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


Addis Ababa University

6. UBA, BANTAYEHU. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .

Degree: 2012, Addis Ababa University

 In Ethiopia, so many researches were done on characterizing expansive soils of several towns but only a single study, done on Addis Ababa expansive soil,… (more)

Subjects/Keywords: SHEAR STRENGTH; EXPANSIVE SOILS

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

APA (6th Edition):

UBA, B. (2012). THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4358

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):

UBA, BANTAYEHU. “THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .” 2012. Thesis, Addis Ababa University. Accessed January 21, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4358.

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

MLA Handbook (7th Edition):

UBA, BANTAYEHU. “THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .” 2012. Web. 21 Jan 2020.

Vancouver:

UBA B. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Jan 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4358.

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

Council of Science Editors:

UBA B. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4358

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

7. 荒尾, 宣昭. Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.

Degree: 博士(歯学), 2015, Nagasaki University / 長崎大学

 Objective: The study aimed to evaluate effects of air abrasion with alumina or glass beads on bond strengths of resin cements to CAD/CAM composite materials.… (more)

Subjects/Keywords: Composite resins; Cementation; Shear strength

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

APA (6th Edition):

荒尾, . (2015). Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. (Thesis). Nagasaki University / 長崎大学. Retrieved from http://hdl.handle.net/10069/36196

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):

荒尾, 宣昭. “Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.” 2015. Thesis, Nagasaki University / 長崎大学. Accessed January 21, 2020. http://hdl.handle.net/10069/36196.

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

MLA Handbook (7th Edition):

荒尾, 宣昭. “Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.” 2015. Web. 21 Jan 2020.

Vancouver:

荒尾 . Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. [Internet] [Thesis]. Nagasaki University / 長崎大学; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10069/36196.

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

Council of Science Editors:

荒尾 . Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. [Thesis]. Nagasaki University / 長崎大学; 2015. Available from: http://hdl.handle.net/10069/36196

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


University of Manitoba

8. Klus, Bradley. Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times.

Degree: Preventive Dental Science, 2014, University of Manitoba

 The objective of this study was to determine whether the composite bond strength acquired using a single step self-etching bonding system is as or more… (more)

Subjects/Keywords: Pediatric Dentistry; Shear Bond Strength

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APA (6th Edition):

Klus, B. (2014). Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23826

Chicago Manual of Style (16th Edition):

Klus, Bradley. “Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times.” 2014. Masters Thesis, University of Manitoba. Accessed January 21, 2020. http://hdl.handle.net/1993/23826.

MLA Handbook (7th Edition):

Klus, Bradley. “Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times.” 2014. Web. 21 Jan 2020.

Vancouver:

Klus B. Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1993/23826.

Council of Science Editors:

Klus B. Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23826


University of Utah

9. 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 January 21, 2020. 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. 21 Jan 2020.

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 2020 Jan 21]. 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

10. Rabalais, Christopher Paul. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.

Degree: 2015, Texas A&M University

 Non-pretensioned bolted, pretensioned bolted, and riveted lap-spliced specimens were tested to observe how the fasteners? shear strengths were affected by (1) loading type, (2) fastener… (more)

Subjects/Keywords: Bolts; Rivets; Shear Strength; Dynamic Strength; Quasi-Static Strength

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APA (6th Edition):

Rabalais, C. P. (2015). Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155212

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):

Rabalais, Christopher Paul. “Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.” 2015. Thesis, Texas A&M University. Accessed January 21, 2020. http://hdl.handle.net/1969.1/155212.

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

MLA Handbook (7th Edition):

Rabalais, Christopher Paul. “Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.” 2015. Web. 21 Jan 2020.

Vancouver:

Rabalais CP. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1969.1/155212.

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

Council of Science Editors:

Rabalais CP. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155212

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


University of Alberta

11. Taslagyan, Karen. The Shear Strength of Granular Soils under the Influence of Vibration.

Degree: PhD, Department of Civil and Environmental Engineering, 2014, University of Alberta

 For some geotechnical design projects where soils are exposed to vibration, it becomes necessary to evaluate the strength and deformation characteristics of the soil under… (more)

Subjects/Keywords: Granular; Soil; Fluidization; Vibration; Strength; Shear

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APA (6th Edition):

Taslagyan, K. (2014). The Shear Strength of Granular Soils under the Influence of Vibration. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/6q182m793

Chicago Manual of Style (16th Edition):

Taslagyan, Karen. “The Shear Strength of Granular Soils under the Influence of Vibration.” 2014. Doctoral Dissertation, University of Alberta. Accessed January 21, 2020. https://era.library.ualberta.ca/files/6q182m793.

MLA Handbook (7th Edition):

Taslagyan, Karen. “The Shear Strength of Granular Soils under the Influence of Vibration.” 2014. Web. 21 Jan 2020.

Vancouver:

Taslagyan K. The Shear Strength of Granular Soils under the Influence of Vibration. [Internet] [Doctoral dissertation]. University of Alberta; 2014. [cited 2020 Jan 21]. Available from: https://era.library.ualberta.ca/files/6q182m793.

Council of Science Editors:

Taslagyan K. The Shear Strength of Granular Soils under the Influence of Vibration. [Doctoral Dissertation]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/6q182m793

12. Khadge, N H. Shear strength and physical properties of various deep sea sediments from the central indian basin; -.

Degree: oceanography, 1998, Goa University

None

References p.127 - 139

Advisors/Committee Members: Nair, R R.

Subjects/Keywords: physical; Shear; strength

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APA (6th Edition):

Khadge, N. H. (1998). Shear strength and physical properties of various deep sea sediments from the central indian basin; -. (Thesis). Goa University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31878

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):

Khadge, N H. “Shear strength and physical properties of various deep sea sediments from the central indian basin; -.” 1998. Thesis, Goa University. Accessed January 21, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/31878.

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

MLA Handbook (7th Edition):

Khadge, N H. “Shear strength and physical properties of various deep sea sediments from the central indian basin; -.” 1998. Web. 21 Jan 2020.

Vancouver:

Khadge NH. Shear strength and physical properties of various deep sea sediments from the central indian basin; -. [Internet] [Thesis]. Goa University; 1998. [cited 2020 Jan 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31878.

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

Council of Science Editors:

Khadge NH. Shear strength and physical properties of various deep sea sediments from the central indian basin; -. [Thesis]. Goa University; 1998. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31878

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


University of Illinois – Urbana-Champaign

13. Boler, Huseyin. On the shear strength of polyurethane coated railroad ballast.

Degree: MS, 0106, 2012, University of Illinois – Urbana-Champaign

 Unbound nature of railroad ballast aggregates causes abrasion and degrada- tion predicaments due to heavy train axle loads. Polyurethane reinforcement of ballast layer is a… (more)

Subjects/Keywords: Railroad Ballast; Shear Strength; Polyurethane Reinforcement

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APA (6th Edition):

Boler, H. (2012). On the shear strength of polyurethane coated railroad ballast. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30885

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):

Boler, Huseyin. “On the shear strength of polyurethane coated railroad ballast.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed January 21, 2020. http://hdl.handle.net/2142/30885.

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

MLA Handbook (7th Edition):

Boler, Huseyin. “On the shear strength of polyurethane coated railroad ballast.” 2012. Web. 21 Jan 2020.

Vancouver:

Boler H. On the shear strength of polyurethane coated railroad ballast. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2142/30885.

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

Council of Science Editors:

Boler H. On the shear strength of polyurethane coated railroad ballast. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30885

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


Addis Ababa University

14. Genet, Kassahun. SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN .

Degree: 2013, Addis Ababa University

 Adama is one of the most developing towns in Ethiopia as a conference and a tourist resort center. A lot of construction work is constructed… (more)

Subjects/Keywords: SHEAR STRENGTH; SOILS IN ADAMA TOWN

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APA (6th Edition):

Genet, K. (2013). SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5626

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):

Genet, Kassahun. “SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN .” 2013. Thesis, Addis Ababa University. Accessed January 21, 2020. http://etd.aau.edu.et/dspace/handle/123456789/5626.

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

MLA Handbook (7th Edition):

Genet, Kassahun. “SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN .” 2013. Web. 21 Jan 2020.

Vancouver:

Genet K. SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Jan 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5626.

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

Council of Science Editors:

Genet K. SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5626

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


NSYSU

15. Lee, Wen-Hua. Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding.

Degree: Master, Chemistry, 2013, NSYSU

 Low-temperature Cu-to-Cu bonding by sintering of metal nanoparticles is a promising lead-free bonding technique used in the electronic packaging industry.The novelty of this study is… (more)

Subjects/Keywords: shear strength; nanoparticles; silver; copper; metal paste

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APA (6th Edition):

Lee, W. (2013). Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941

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):

Lee, Wen-Hua. “Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding.” 2013. Thesis, NSYSU. Accessed January 21, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941.

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

MLA Handbook (7th Edition):

Lee, Wen-Hua. “Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding.” 2013. Web. 21 Jan 2020.

Vancouver:

Lee W. Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding. [Internet] [Thesis]. NSYSU; 2013. [cited 2020 Jan 21]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941.

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

Council of Science Editors:

Lee W. Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding. [Thesis]. NSYSU; 2013. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941

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


Penn State University

16. Wang, Chu. PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL.

Degree: MS, Civil Engineering, 2016, Penn State University

 The objectives of this study were to investigate the consolidation behavior and predict consolidation times for shear strength testing of geosynthetic clay liners (GCLs). These… (more)

Subjects/Keywords: Geosynthetic clay liner; consolidation; shear strength testing

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APA (6th Edition):

Wang, C. (2016). PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/13417ckw5189

Chicago Manual of Style (16th Edition):

Wang, Chu. “PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL.” 2016. Masters Thesis, Penn State University. Accessed January 21, 2020. https://etda.libraries.psu.edu/catalog/13417ckw5189.

MLA Handbook (7th Edition):

Wang, Chu. “PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL.” 2016. Web. 21 Jan 2020.

Vancouver:

Wang C. PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL. [Internet] [Masters thesis]. Penn State University; 2016. [cited 2020 Jan 21]. Available from: https://etda.libraries.psu.edu/catalog/13417ckw5189.

Council of Science Editors:

Wang C. PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL. [Masters Thesis]. Penn State University; 2016. Available from: https://etda.libraries.psu.edu/catalog/13417ckw5189


Stellenbosch University

17. Mensah, Kenneth Kwesi. Reliability assessment of structural concrete with special reference to shear resistance.

Degree: MScEng, Civil Engineering, 2012, Stellenbosch University

 ENGLISH ABSTRACT: Structural design standards based on the principles of structural reliability are gaining worldwide acceptance and are fast becoming the new basis of structural… (more)

Subjects/Keywords: Civil engineering; Shear (Mechanics); Strength of materials

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APA (6th Edition):

Mensah, K. K. (2012). Reliability assessment of structural concrete with special reference to shear resistance. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/19967

Chicago Manual of Style (16th Edition):

Mensah, Kenneth Kwesi. “Reliability assessment of structural concrete with special reference to shear resistance.” 2012. Masters Thesis, Stellenbosch University. Accessed January 21, 2020. http://hdl.handle.net/10019.1/19967.

MLA Handbook (7th Edition):

Mensah, Kenneth Kwesi. “Reliability assessment of structural concrete with special reference to shear resistance.” 2012. Web. 21 Jan 2020.

Vancouver:

Mensah KK. Reliability assessment of structural concrete with special reference to shear resistance. [Internet] [Masters thesis]. Stellenbosch University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10019.1/19967.

Council of Science Editors:

Mensah KK. Reliability assessment of structural concrete with special reference to shear resistance. [Masters Thesis]. Stellenbosch University; 2012. Available from: http://hdl.handle.net/10019.1/19967


University of Wollongong

18. Premadasa, Wuditha N. The influence of infill saturation on the shear strength of soil-infilled rock joints.

Degree: PhD, 2013, University of Wollongong

  Discontinuities such as fault planes, joints and bedding planes in a rock mass may be filled with different types of fine-grained material that are… (more)

Subjects/Keywords: Rock joints; shear strength; unsaturated soil

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APA (6th Edition):

Premadasa, W. N. (2013). The influence of infill saturation on the shear strength of soil-infilled rock joints. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/3889

Chicago Manual of Style (16th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Doctoral Dissertation, University of Wollongong. Accessed January 21, 2020. ; https://ro.uow.edu.au/theses/3889.

MLA Handbook (7th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Web. 21 Jan 2020.

Vancouver:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2020 Jan 21]. Available from: ; https://ro.uow.edu.au/theses/3889.

Council of Science Editors:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: ; https://ro.uow.edu.au/theses/3889


University of North Texas

19. Yan, Zhishan. Shear and Compression Strength of Cold-formed Steel Clip Angles Subjected to Different Screw Patterns.

Degree: 2017, University of North Texas

 This thesis presents experiments and numerical analysis of the cold-formed steel clip angle in three different limit states which are shear, compression, and combination of… (more)

Subjects/Keywords: Clip angles; shear; compression; combination; strength

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APA (6th Edition):

Yan, Z. (2017). Shear and Compression Strength of Cold-formed Steel Clip Angles Subjected to Different Screw Patterns. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc1062892/

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):

Yan, Zhishan. “Shear and Compression Strength of Cold-formed Steel Clip Angles Subjected to Different Screw Patterns.” 2017. Thesis, University of North Texas. Accessed January 21, 2020. https://digital.library.unt.edu/ark:/67531/metadc1062892/.

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

MLA Handbook (7th Edition):

Yan, Zhishan. “Shear and Compression Strength of Cold-formed Steel Clip Angles Subjected to Different Screw Patterns.” 2017. Web. 21 Jan 2020.

Vancouver:

Yan Z. Shear and Compression Strength of Cold-formed Steel Clip Angles Subjected to Different Screw Patterns. [Internet] [Thesis]. University of North Texas; 2017. [cited 2020 Jan 21]. Available from: https://digital.library.unt.edu/ark:/67531/metadc1062892/.

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

Council of Science Editors:

Yan Z. Shear and Compression Strength of Cold-formed Steel Clip Angles Subjected to Different Screw Patterns. [Thesis]. University of North Texas; 2017. Available from: https://digital.library.unt.edu/ark:/67531/metadc1062892/

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


University of Manitoba

20. Phan, Xiem. Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant.

Degree: Preventive Dental Science, 2011, University of Manitoba

 Objective: To evaluate the effect of an in-office plus at-home bleaching protocol on shear bond strength of orthodontic buttons when using a fluoride-releasing sealant. Methods… (more)

Subjects/Keywords: Sealants; Tooth Bleaching; Shear Bond Strength

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APA (6th Edition):

Phan, X. (2011). Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4913

Chicago Manual of Style (16th Edition):

Phan, Xiem. “Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant.” 2011. Masters Thesis, University of Manitoba. Accessed January 21, 2020. http://hdl.handle.net/1993/4913.

MLA Handbook (7th Edition):

Phan, Xiem. “Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant.” 2011. Web. 21 Jan 2020.

Vancouver:

Phan X. Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant. [Internet] [Masters thesis]. University of Manitoba; 2011. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1993/4913.

Council of Science Editors:

Phan X. Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant. [Masters Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4913


University of Texas – Austin

21. Arrieta Martinez, Gloriana. Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement.

Degree: PhD, Civil Engineering, 2016, University of Texas – Austin

 Alkali-silica reaction, or ASR, is a common deterioration mechanism that subjects concrete to internal expansive stresses. Previous research on the structural effects of ASR has… (more)

Subjects/Keywords: Reinforced concrete; Shear strength; Alkali-silica reaction

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APA (6th Edition):

Arrieta Martinez, G. (2016). Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/3105

Chicago Manual of Style (16th Edition):

Arrieta Martinez, Gloriana. “Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement.” 2016. Doctoral Dissertation, University of Texas – Austin. Accessed January 21, 2020. http://dx.doi.org/10.26153/tsw/3105.

MLA Handbook (7th Edition):

Arrieta Martinez, Gloriana. “Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement.” 2016. Web. 21 Jan 2020.

Vancouver:

Arrieta Martinez G. Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2016. [cited 2020 Jan 21]. Available from: http://dx.doi.org/10.26153/tsw/3105.

Council of Science Editors:

Arrieta Martinez G. Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement. [Doctoral Dissertation]. University of Texas – Austin; 2016. Available from: http://dx.doi.org/10.26153/tsw/3105


Florida Atlantic University

22. Martins, Caique. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.

Degree: MS, 2019, Florida Atlantic University

Summary: The coupled effect of using geosynthetic reinforcement and randomly distributed fibers on the stability of slopes was evaluated using finite element modeling and limit… (more)

Subjects/Keywords: Geosynthetics; Slope stability; Shear strength of soils

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APA (6th Edition):

Martins, C. (2019). Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00013236

Chicago Manual of Style (16th Edition):

Martins, Caique. “Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.” 2019. Masters Thesis, Florida Atlantic University. Accessed January 21, 2020. http://purl.flvc.org/fau/fd/FA00013236.

MLA Handbook (7th Edition):

Martins, Caique. “Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.” 2019. Web. 21 Jan 2020.

Vancouver:

Martins C. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. [Internet] [Masters thesis]. Florida Atlantic University; 2019. [cited 2020 Jan 21]. Available from: http://purl.flvc.org/fau/fd/FA00013236.

Council of Science Editors:

Martins C. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. [Masters Thesis]. Florida Atlantic University; 2019. Available from: http://purl.flvc.org/fau/fd/FA00013236

23. Saracoglu, Erhan. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.

Degree: 2011, , School of Engineering

  The importance of the number, size and location of cracks and how these conditions influence the mechanical properties of glulam beams have been investigated… (more)

Subjects/Keywords: Crack; FEM; Glulam beams; Shear strength

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APA (6th Edition):

Saracoglu, E. (2011). Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. (Thesis). , School of Engineering. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156

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):

Saracoglu, Erhan. “Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.” 2011. Thesis, , School of Engineering. Accessed January 21, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156.

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

MLA Handbook (7th Edition):

Saracoglu, Erhan. “Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.” 2011. Web. 21 Jan 2020.

Vancouver:

Saracoglu E. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. [Internet] [Thesis]. , School of Engineering; 2011. [cited 2020 Jan 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156.

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

Council of Science Editors:

Saracoglu E. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. [Thesis]. , School of Engineering; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156

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


University of Illinois – Urbana-Champaign

24. Hussain, Manzoor. Analysis and behavior of preexisting landslides.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

 The selection of shear strength parameters for the design and repair of landslide is important and difficult. Skempton (1964) concludes that if a failure has… (more)

Subjects/Keywords: Soil mechanics; Landslides; Overconsolidated clays; Shear strength; Strength recovery; Slope stability; Ring shear test

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APA (6th Edition):

Hussain, M. (2010). Analysis and behavior of preexisting landslides. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16071

Chicago Manual of Style (16th Edition):

Hussain, Manzoor. “Analysis and behavior of preexisting landslides.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 21, 2020. http://hdl.handle.net/2142/16071.

MLA Handbook (7th Edition):

Hussain, Manzoor. “Analysis and behavior of preexisting landslides.” 2010. Web. 21 Jan 2020.

Vancouver:

Hussain M. Analysis and behavior of preexisting landslides. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2142/16071.

Council of Science Editors:

Hussain M. Analysis and behavior of preexisting landslides. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16071


University of Wollongong

25. Li, Xuwei. Study of cable bolt shear strength characteristics for ground reinforcement in mines.

Degree: PhD, 2016, University of Wollongong

  Bolting is currently the most commonly accepted rock reinforcing method of dealing with rock strata instability in both surface and underground mines as well… (more)

Subjects/Keywords: cable bolt; shear strength characteristics; double shear test

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APA (6th Edition):

Li, X. (2016). Study of cable bolt shear strength characteristics for ground reinforcement in mines. (Doctoral Dissertation). University of Wollongong. Retrieved from 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792

Chicago Manual of Style (16th Edition):

Li, Xuwei. “Study of cable bolt shear strength characteristics for ground reinforcement in mines.” 2016. Doctoral Dissertation, University of Wollongong. Accessed January 21, 2020. 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792.

MLA Handbook (7th Edition):

Li, Xuwei. “Study of cable bolt shear strength characteristics for ground reinforcement in mines.” 2016. Web. 21 Jan 2020.

Vancouver:

Li X. Study of cable bolt shear strength characteristics for ground reinforcement in mines. [Internet] [Doctoral dissertation]. University of Wollongong; 2016. [cited 2020 Jan 21]. Available from: 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792.

Council of Science Editors:

Li X. Study of cable bolt shear strength characteristics for ground reinforcement in mines. [Doctoral Dissertation]. University of Wollongong; 2016. Available from: 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792


University of North Texas

26. Li, Chao. Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing.

Degree: 2012, University of North Texas

 In the cold-formed steel construction, the oriented strand board is a common material for shear wall sheathing. an OSB is made by using wood chips… (more)

Subjects/Keywords: Cold-formed steel shear wall; oriented strand board; nominal shear strength

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APA (6th Edition):

Li, C. (2012). Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc115111/

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):

Li, Chao. “Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing.” 2012. Thesis, University of North Texas. Accessed January 21, 2020. https://digital.library.unt.edu/ark:/67531/metadc115111/.

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

MLA Handbook (7th Edition):

Li, Chao. “Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing.” 2012. Web. 21 Jan 2020.

Vancouver:

Li C. Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing. [Internet] [Thesis]. University of North Texas; 2012. [cited 2020 Jan 21]. Available from: https://digital.library.unt.edu/ark:/67531/metadc115111/.

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

Council of Science Editors:

Li C. Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing. [Thesis]. University of North Texas; 2012. Available from: https://digital.library.unt.edu/ark:/67531/metadc115111/

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


University of Kentucky

27. Studer, Ryan Paul. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.

Degree: 2012, University of Kentucky

 Plate girders are fabricated in situations where standard structural shapes do not possess the required strength necessary to carry applied loads. In many instances, plate… (more)

Subjects/Keywords: modified shear; ultimate shear strength; web buckling; shear contribution; strain gage; Civil Engineering; Engineering

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APA (6th Edition):

Studer, R. P. (2012). SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/ce_etds/1

Chicago Manual of Style (16th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Masters Thesis, University of Kentucky. Accessed January 21, 2020. http://uknowledge.uky.edu/ce_etds/1.

MLA Handbook (7th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Web. 21 Jan 2020.

Vancouver:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Internet] [Masters thesis]. University of Kentucky; 2012. [cited 2020 Jan 21]. Available from: http://uknowledge.uky.edu/ce_etds/1.

Council of Science Editors:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Masters Thesis]. University of Kentucky; 2012. Available from: http://uknowledge.uky.edu/ce_etds/1


University of New Orleans

28. Boppudi, Srimanth. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.

Degree: MS, Naval Architecture and Marine Engineering, 2014, University of New Orleans

  In this thesis, a new traction stress based method for characterizing shear strength is investigated by carrying out a series of shear strength tests.… (more)

Subjects/Keywords: shear strength; AWS; traction stress; transverse shear; longitudinal shear; multi-pass welds.

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

APA (6th Edition):

Boppudi, S. (2014). Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1847

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):

Boppudi, Srimanth. “Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.” 2014. Thesis, University of New Orleans. Accessed January 21, 2020. https://scholarworks.uno.edu/td/1847.

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

MLA Handbook (7th Edition):

Boppudi, Srimanth. “Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.” 2014. Web. 21 Jan 2020.

Vancouver:

Boppudi S. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. [Internet] [Thesis]. University of New Orleans; 2014. [cited 2020 Jan 21]. Available from: https://scholarworks.uno.edu/td/1847.

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

Council of Science Editors:

Boppudi S. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. [Thesis]. University of New Orleans; 2014. Available from: https://scholarworks.uno.edu/td/1847

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


University of Texas – Austin

29. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

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

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

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

APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

Chicago Manual of Style (16th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Masters Thesis, University of Texas – Austin. Accessed January 21, 2020. http://hdl.handle.net/2152/31760.

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 21 Jan 2020.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2152/31760.

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760


University of Vermont

30. Obregon, Laura. Generating And Measuring Prescribed Levels Of Cohesion In Soil Simulants In Support Of Extraterrestrial Terramechanics Research.

Degree: MS, Civil and Environmental Engineering, 2018, University of Vermont

  Scientists have been well aware of the complexity of Martian and lunar regoliths. There are vast unexplored areas on both, the Moon and Mars,… (more)

Subjects/Keywords: Cohesion; Regolith; Shear strength; Simulants; Tensile strength; Civil Engineering

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

APA (6th Edition):

Obregon, L. (2018). Generating And Measuring Prescribed Levels Of Cohesion In Soil Simulants In Support Of Extraterrestrial Terramechanics Research. (Thesis). University of Vermont. Retrieved from https://scholarworks.uvm.edu/graddis/832

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):

Obregon, Laura. “Generating And Measuring Prescribed Levels Of Cohesion In Soil Simulants In Support Of Extraterrestrial Terramechanics Research.” 2018. Thesis, University of Vermont. Accessed January 21, 2020. https://scholarworks.uvm.edu/graddis/832.

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

MLA Handbook (7th Edition):

Obregon, Laura. “Generating And Measuring Prescribed Levels Of Cohesion In Soil Simulants In Support Of Extraterrestrial Terramechanics Research.” 2018. Web. 21 Jan 2020.

Vancouver:

Obregon L. Generating And Measuring Prescribed Levels Of Cohesion In Soil Simulants In Support Of Extraterrestrial Terramechanics Research. [Internet] [Thesis]. University of Vermont; 2018. [cited 2020 Jan 21]. Available from: https://scholarworks.uvm.edu/graddis/832.

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

Council of Science Editors:

Obregon L. Generating And Measuring Prescribed Levels Of Cohesion In Soil Simulants In Support Of Extraterrestrial Terramechanics Research. [Thesis]. University of Vermont; 2018. Available from: https://scholarworks.uvm.edu/graddis/832

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

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