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You searched for subject:(box flexible pipe soil). Showing records 1 – 30 of 19806 total matches.

[1] [2] [3] [4] [5] … [661]

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University of Florida

1. Faraone, Zachary D. Flexible Pipe Response to Increasing Overburden Stress.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Inspection of flexible pipe installation occurs when three feet of soil is placed to make sure the pipe is less than five percent deflected. This… (more)

Subjects/Keywords: Boxes; Credit reports; Lasers; Physician progress reports; Plan view; Soils; Steels; Structural deflection; Trucks; Turnbuckles; box  – flexible  – pipe  – soil

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APA (6th Edition):

Faraone, Z. D. (2012). Flexible Pipe Response to Increasing Overburden Stress. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044347

Chicago Manual of Style (16th Edition):

Faraone, Zachary D. “Flexible Pipe Response to Increasing Overburden Stress.” 2012. Masters Thesis, University of Florida. Accessed October 20, 2019. http://ufdc.ufl.edu/UFE0044347.

MLA Handbook (7th Edition):

Faraone, Zachary D. “Flexible Pipe Response to Increasing Overburden Stress.” 2012. Web. 20 Oct 2019.

Vancouver:

Faraone ZD. Flexible Pipe Response to Increasing Overburden Stress. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Oct 20]. Available from: http://ufdc.ufl.edu/UFE0044347.

Council of Science Editors:

Faraone ZD. Flexible Pipe Response to Increasing Overburden Stress. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044347


University of Colorado

2. Oshman, Christopher James. Development, Fabrication, and Experimental Study of Flat Polymer Micro Heat Pipes.

Degree: PhD, Mechanical Engineering, 2012, University of Colorado

  An issue of concern with the recent densification of electrical components in integrated circuits is heat removal to avoid damage to the semiconductor structure.… (more)

Subjects/Keywords: Flexible; Heat Pipe; Polymer; Mechanical Engineering

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APA (6th Edition):

Oshman, C. J. (2012). Development, Fabrication, and Experimental Study of Flat Polymer Micro Heat Pipes. (Doctoral Dissertation). University of Colorado. Retrieved from http://scholar.colorado.edu/mcen_gradetds/37

Chicago Manual of Style (16th Edition):

Oshman, Christopher James. “Development, Fabrication, and Experimental Study of Flat Polymer Micro Heat Pipes.” 2012. Doctoral Dissertation, University of Colorado. Accessed October 20, 2019. http://scholar.colorado.edu/mcen_gradetds/37.

MLA Handbook (7th Edition):

Oshman, Christopher James. “Development, Fabrication, and Experimental Study of Flat Polymer Micro Heat Pipes.” 2012. Web. 20 Oct 2019.

Vancouver:

Oshman CJ. Development, Fabrication, and Experimental Study of Flat Polymer Micro Heat Pipes. [Internet] [Doctoral dissertation]. University of Colorado; 2012. [cited 2019 Oct 20]. Available from: http://scholar.colorado.edu/mcen_gradetds/37.

Council of Science Editors:

Oshman CJ. Development, Fabrication, and Experimental Study of Flat Polymer Micro Heat Pipes. [Doctoral Dissertation]. University of Colorado; 2012. Available from: http://scholar.colorado.edu/mcen_gradetds/37


Queens University

3. Becerril García, David. INVESTIGATION OF CULVERT JOINTS EMPLOYING LARGE SCALE TESTS AND NUMERICAL SIMULATIONS .

Degree: Civil Engineering, 2013, Queens University

 The performance of joints in buried gravity flow pipelines are important since failure of these elements can affect the structural capacity of soil-pipe systems and… (more)

Subjects/Keywords: rigid pipe; joint; concrete; pvc; hdpe; thermoplastic; flexible pipe; culvert; steel

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APA (6th Edition):

Becerril García, D. (2013). INVESTIGATION OF CULVERT JOINTS EMPLOYING LARGE SCALE TESTS AND NUMERICAL SIMULATIONS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7702

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):

Becerril García, David. “INVESTIGATION OF CULVERT JOINTS EMPLOYING LARGE SCALE TESTS AND NUMERICAL SIMULATIONS .” 2013. Thesis, Queens University. Accessed October 20, 2019. http://hdl.handle.net/1974/7702.

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

MLA Handbook (7th Edition):

Becerril García, David. “INVESTIGATION OF CULVERT JOINTS EMPLOYING LARGE SCALE TESTS AND NUMERICAL SIMULATIONS .” 2013. Web. 20 Oct 2019.

Vancouver:

Becerril García D. INVESTIGATION OF CULVERT JOINTS EMPLOYING LARGE SCALE TESTS AND NUMERICAL SIMULATIONS . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1974/7702.

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

Council of Science Editors:

Becerril García D. INVESTIGATION OF CULVERT JOINTS EMPLOYING LARGE SCALE TESTS AND NUMERICAL SIMULATIONS . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/7702

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


Penn State University

4. Wang, Chaoyi. Effect of Hydraulic Plate Compactor and Lift Thickness on Utility Trench Backfill Compaction.

Degree: MS, Civil Engineering, 2015, Penn State University

 For utility trench backfill compaction, compaction-induced earth pressure in the backfill zone and deformation along the pipe are two important issues to be addressed. Backfill… (more)

Subjects/Keywords: Compaction; Pipe; Hoe-pack; Soil

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APA (6th Edition):

Wang, C. (2015). Effect of Hydraulic Plate Compactor and Lift Thickness on Utility Trench Backfill Compaction. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/24943

Chicago Manual of Style (16th Edition):

Wang, Chaoyi. “Effect of Hydraulic Plate Compactor and Lift Thickness on Utility Trench Backfill Compaction.” 2015. Masters Thesis, Penn State University. Accessed October 20, 2019. https://etda.libraries.psu.edu/catalog/24943.

MLA Handbook (7th Edition):

Wang, Chaoyi. “Effect of Hydraulic Plate Compactor and Lift Thickness on Utility Trench Backfill Compaction.” 2015. Web. 20 Oct 2019.

Vancouver:

Wang C. Effect of Hydraulic Plate Compactor and Lift Thickness on Utility Trench Backfill Compaction. [Internet] [Masters thesis]. Penn State University; 2015. [cited 2019 Oct 20]. Available from: https://etda.libraries.psu.edu/catalog/24943.

Council of Science Editors:

Wang C. Effect of Hydraulic Plate Compactor and Lift Thickness on Utility Trench Backfill Compaction. [Masters Thesis]. Penn State University; 2015. Available from: https://etda.libraries.psu.edu/catalog/24943


Penn State University

5. Hua, Jia. GUIDED WAVE PROPAGATION IN SINGLE AND DOUBLE LAYER HOLLOW.

Degree: PhD, Engineering Mechanics, 2010, Penn State University

 Ultrasonic guided wave Non-Destructive Evaluation (NDE) has been studied for over a decade and has proven to be a very promising technique for pipe inspection.… (more)

Subjects/Keywords: dispersion; soil influence; pipe

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APA (6th Edition):

Hua, J. (2010). GUIDED WAVE PROPAGATION IN SINGLE AND DOUBLE LAYER HOLLOW. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/11153

Chicago Manual of Style (16th Edition):

Hua, Jia. “GUIDED WAVE PROPAGATION IN SINGLE AND DOUBLE LAYER HOLLOW.” 2010. Doctoral Dissertation, Penn State University. Accessed October 20, 2019. https://etda.libraries.psu.edu/catalog/11153.

MLA Handbook (7th Edition):

Hua, Jia. “GUIDED WAVE PROPAGATION IN SINGLE AND DOUBLE LAYER HOLLOW.” 2010. Web. 20 Oct 2019.

Vancouver:

Hua J. GUIDED WAVE PROPAGATION IN SINGLE AND DOUBLE LAYER HOLLOW. [Internet] [Doctoral dissertation]. Penn State University; 2010. [cited 2019 Oct 20]. Available from: https://etda.libraries.psu.edu/catalog/11153.

Council of Science Editors:

Hua J. GUIDED WAVE PROPAGATION IN SINGLE AND DOUBLE LAYER HOLLOW. [Doctoral Dissertation]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/11153


Delft University of Technology

6. Maas, J.A.M. "Seeing is believing" capturing images of an open operation for in the operative note:.

Degree: 2010, Delft University of Technology

 In the field of colorectal anastomosis the occurrence of anastomotic leakage is a main problem. The risk of colorectal resections lie within the post-operative complication… (more)

Subjects/Keywords: Black box; operative note; imaging; flexible scope

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APA (6th Edition):

Maas, J. A. M. (2010). "Seeing is believing" capturing images of an open operation for in the operative note:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3ecae6ba-46bd-4f8b-a7e7-f1c5f410769c

Chicago Manual of Style (16th Edition):

Maas, J A M. “"Seeing is believing" capturing images of an open operation for in the operative note:.” 2010. Masters Thesis, Delft University of Technology. Accessed October 20, 2019. http://resolver.tudelft.nl/uuid:3ecae6ba-46bd-4f8b-a7e7-f1c5f410769c.

MLA Handbook (7th Edition):

Maas, J A M. “"Seeing is believing" capturing images of an open operation for in the operative note:.” 2010. Web. 20 Oct 2019.

Vancouver:

Maas JAM. "Seeing is believing" capturing images of an open operation for in the operative note:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Oct 20]. Available from: http://resolver.tudelft.nl/uuid:3ecae6ba-46bd-4f8b-a7e7-f1c5f410769c.

Council of Science Editors:

Maas JAM. "Seeing is believing" capturing images of an open operation for in the operative note:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:3ecae6ba-46bd-4f8b-a7e7-f1c5f410769c

7. Konn, Victor. Response of Flexible Pipe Subjected to Increasing Overburden Stress.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 For flexible pipes installed under roadways, the Florida Department of Transportation requires inspection when backfill reaches 3 feet above the pipe crown or after placement… (more)

Subjects/Keywords: Aluminum; Boxes; Diameters; Elevators; Lasers; Soil mechanics; Soils; Steels; Stress distribution; Structural deflection; aluminum  – box  – construction  – corrugated  – fdot  – flexible  – hdpe  – inspection  – overburden  – pipe  – pressure  – roadway  – soil  – steel  – transportation  – trench

…1.3.8 Flexible Membrane System The interface between the pipe ends and the Soil Box side walls… …understanding of pipe-soil interaction by gathering deflection data of flexible pipes when subjected… …angle bolted to the Soil Box wall, two steel hose clamps, and a flexible rubber membrane. This… …laying is complete. Strength of flexible pipe is based upon passive soil pressures developed at… …reduction in soil density from trench box removal, and as the HDPE pipe deflected, the stress on… 

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APA (6th Edition):

Konn, V. (2013). Response of Flexible Pipe Subjected to Increasing Overburden Stress. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045484

Chicago Manual of Style (16th Edition):

Konn, Victor. “Response of Flexible Pipe Subjected to Increasing Overburden Stress.” 2013. Masters Thesis, University of Florida. Accessed October 20, 2019. http://ufdc.ufl.edu/UFE0045484.

MLA Handbook (7th Edition):

Konn, Victor. “Response of Flexible Pipe Subjected to Increasing Overburden Stress.” 2013. Web. 20 Oct 2019.

Vancouver:

Konn V. Response of Flexible Pipe Subjected to Increasing Overburden Stress. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 20]. Available from: http://ufdc.ufl.edu/UFE0045484.

Council of Science Editors:

Konn V. Response of Flexible Pipe Subjected to Increasing Overburden Stress. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045484


Queens University

8. Almahakeri, Mohamed. STABILITY OF BURIED STEEL AND GLASS FIBRE REINFORCED POLYMER PIPES UNDER LATERAL GROUND MOVEMENT .

Degree: Civil Engineering, 2013, Queens University

 As vast networks of high pressure buried energy pipelines traverse North America and other continents, the stability of such essential buried infrastructure must be maintained… (more)

Subjects/Keywords: steel pipe; composite pipe; FRP; buried pipe; soil; bending; ground movement; numerical analysis steel pipe; composite pipe; FRP; buried pipe; soil; bending; ground movement; numerical analysis

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APA (6th Edition):

Almahakeri, M. (2013). STABILITY OF BURIED STEEL AND GLASS FIBRE REINFORCED POLYMER PIPES UNDER LATERAL GROUND MOVEMENT . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7888

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):

Almahakeri, Mohamed. “STABILITY OF BURIED STEEL AND GLASS FIBRE REINFORCED POLYMER PIPES UNDER LATERAL GROUND MOVEMENT .” 2013. Thesis, Queens University. Accessed October 20, 2019. http://hdl.handle.net/1974/7888.

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

MLA Handbook (7th Edition):

Almahakeri, Mohamed. “STABILITY OF BURIED STEEL AND GLASS FIBRE REINFORCED POLYMER PIPES UNDER LATERAL GROUND MOVEMENT .” 2013. Web. 20 Oct 2019.

Vancouver:

Almahakeri M. STABILITY OF BURIED STEEL AND GLASS FIBRE REINFORCED POLYMER PIPES UNDER LATERAL GROUND MOVEMENT . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1974/7888.

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

Council of Science Editors:

Almahakeri M. STABILITY OF BURIED STEEL AND GLASS FIBRE REINFORCED POLYMER PIPES UNDER LATERAL GROUND MOVEMENT . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/7888

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


Penn State University

9. Ban, Hoki. Performance of Buried Concrete Pipe Under Different Environmental Conditions.

Degree: PhD, Civil Engineering, 2008, Penn State University

 To provide the database needed for the development of a numerical model for predicting structural stability of buried concrete pipes, the performance of buried concrete… (more)

Subjects/Keywords: cracking behavior; concrete pipe; soil pressure

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APA (6th Edition):

Ban, H. (2008). Performance of Buried Concrete Pipe Under Different Environmental Conditions. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8135

Chicago Manual of Style (16th Edition):

Ban, Hoki. “Performance of Buried Concrete Pipe Under Different Environmental Conditions.” 2008. Doctoral Dissertation, Penn State University. Accessed October 20, 2019. https://etda.libraries.psu.edu/catalog/8135.

MLA Handbook (7th Edition):

Ban, Hoki. “Performance of Buried Concrete Pipe Under Different Environmental Conditions.” 2008. Web. 20 Oct 2019.

Vancouver:

Ban H. Performance of Buried Concrete Pipe Under Different Environmental Conditions. [Internet] [Doctoral dissertation]. Penn State University; 2008. [cited 2019 Oct 20]. Available from: https://etda.libraries.psu.edu/catalog/8135.

Council of Science Editors:

Ban H. Performance of Buried Concrete Pipe Under Different Environmental Conditions. [Doctoral Dissertation]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/8135


NSYSU

10. Yang, Ya-ju. The Design, Fabrication and Performance Analysis of a Flexible Heat Pipe.

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

 This experiment produces a new flexible heat pipe, and further tests and explores its characteristics and performance. The heat pipe is made of silicone rubber,… (more)

Subjects/Keywords: flexible heat pipe; polymer; silicone rubber; performance; hot embossing

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APA (6th Edition):

Yang, Y. (2012). The Design, Fabrication and Performance Analysis of a Flexible Heat Pipe. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0821112-112938

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, Ya-ju. “The Design, Fabrication and Performance Analysis of a Flexible Heat Pipe.” 2012. Thesis, NSYSU. Accessed October 20, 2019. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0821112-112938.

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

MLA Handbook (7th Edition):

Yang, Ya-ju. “The Design, Fabrication and Performance Analysis of a Flexible Heat Pipe.” 2012. Web. 20 Oct 2019.

Vancouver:

Yang Y. The Design, Fabrication and Performance Analysis of a Flexible Heat Pipe. [Internet] [Thesis]. NSYSU; 2012. [cited 2019 Oct 20]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0821112-112938.

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

Council of Science Editors:

Yang Y. The Design, Fabrication and Performance Analysis of a Flexible Heat Pipe. [Thesis]. NSYSU; 2012. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0821112-112938

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


Cranfield University

11. Ryan, M. S. The dynamic analysis of flexible riser systems.

Degree: PhD, 1988, Cranfield University

 The aim of this thesis is to provide a design tool for the engineering analysis of the dynamics of a flexible riser system. The design… (more)

Subjects/Keywords: 623.8; Offshore flexible pipe design

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APA (6th Edition):

Ryan, M. S. (1988). The dynamic analysis of flexible riser systems. (Doctoral Dissertation). Cranfield University. Retrieved from http://dspace.lib.cranfield.ac.uk/handle/1826/3670 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380626

Chicago Manual of Style (16th Edition):

Ryan, M S. “The dynamic analysis of flexible riser systems.” 1988. Doctoral Dissertation, Cranfield University. Accessed October 20, 2019. http://dspace.lib.cranfield.ac.uk/handle/1826/3670 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380626.

MLA Handbook (7th Edition):

Ryan, M S. “The dynamic analysis of flexible riser systems.” 1988. Web. 20 Oct 2019.

Vancouver:

Ryan MS. The dynamic analysis of flexible riser systems. [Internet] [Doctoral dissertation]. Cranfield University; 1988. [cited 2019 Oct 20]. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/3670 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380626.

Council of Science Editors:

Ryan MS. The dynamic analysis of flexible riser systems. [Doctoral Dissertation]. Cranfield University; 1988. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/3670 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380626


Universidade do Rio Grande do Sul

12. Fontana, Walter Andrey. Emprego de cabos de aço como armadura de tração para a aplicação em dutos flexíveis.

Degree: 2013, Universidade do Rio Grande do Sul

A necessidade de exploração de petróleo em águas profundas exige o emprego de dutos flexíveis com desempenho em fadiga adequado, sendo as armaduras de tração… (more)

Subjects/Keywords: Fadiga (Engenharia); Flexible pipe; Ensaios de materiais; Tensile armors; Tubos flexíveis; Wire rope; Fatigue

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APA (6th Edition):

Fontana, W. A. (2013). Emprego de cabos de aço como armadura de tração para a aplicação em dutos flexíveis. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/87269

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):

Fontana, Walter Andrey. “Emprego de cabos de aço como armadura de tração para a aplicação em dutos flexíveis.” 2013. Thesis, Universidade do Rio Grande do Sul. Accessed October 20, 2019. http://hdl.handle.net/10183/87269.

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

MLA Handbook (7th Edition):

Fontana, Walter Andrey. “Emprego de cabos de aço como armadura de tração para a aplicação em dutos flexíveis.” 2013. Web. 20 Oct 2019.

Vancouver:

Fontana WA. Emprego de cabos de aço como armadura de tração para a aplicação em dutos flexíveis. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2013. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10183/87269.

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

Council of Science Editors:

Fontana WA. Emprego de cabos de aço como armadura de tração para a aplicação em dutos flexíveis. [Thesis]. Universidade do Rio Grande do Sul; 2013. Available from: http://hdl.handle.net/10183/87269

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


Queens University

13. Mai, Van Thien. ASSESSMENT OF DETERIORATED CORRUGATED STEEL CULVERTS .

Degree: Civil Engineering, 2013, Queens University

 The goal of this thesis is to develop more effective quantitative procedures to evaluate the stability of deteriorated metal culverts and a better understanding of… (more)

Subjects/Keywords: numerical analysis; ABAQUS; CANDE; deteriorated metal culverts; flexible pipe; full scale experiment; ultrasonic

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APA (6th Edition):

Mai, V. T. (2013). ASSESSMENT OF DETERIORATED CORRUGATED STEEL CULVERTS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7780

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):

Mai, Van Thien. “ASSESSMENT OF DETERIORATED CORRUGATED STEEL CULVERTS .” 2013. Thesis, Queens University. Accessed October 20, 2019. http://hdl.handle.net/1974/7780.

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

MLA Handbook (7th Edition):

Mai, Van Thien. “ASSESSMENT OF DETERIORATED CORRUGATED STEEL CULVERTS .” 2013. Web. 20 Oct 2019.

Vancouver:

Mai VT. ASSESSMENT OF DETERIORATED CORRUGATED STEEL CULVERTS . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1974/7780.

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

Council of Science Editors:

Mai VT. ASSESSMENT OF DETERIORATED CORRUGATED STEEL CULVERTS . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/7780

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


Brno University of Technology

14. Ondrák, Lukáš. Implementace flexibilního rozložení ve zobrazovacím stroji CSS .

Degree: 2019, Brno University of Technology

 Tato bakalářská práce se zabývá studiem architektury experimentálního zobrazovacího stroje CSSBox a jeho rozšířením o nový způsob rozložení webového obsahu s názvem flexibilní rozložení. Práce… (more)

Subjects/Keywords: flexibilní rozložení; CSSBox; Java; HTML; CSS; DOM; flexible box layout; CSSBox; Java; HTML; CSS; DOM

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APA (6th Edition):

Ondrák, L. (2019). Implementace flexibilního rozložení ve zobrazovacím stroji CSS . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/180130

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):

Ondrák, Lukáš. “Implementace flexibilního rozložení ve zobrazovacím stroji CSS .” 2019. Thesis, Brno University of Technology. Accessed October 20, 2019. http://hdl.handle.net/11012/180130.

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

MLA Handbook (7th Edition):

Ondrák, Lukáš. “Implementace flexibilního rozložení ve zobrazovacím stroji CSS .” 2019. Web. 20 Oct 2019.

Vancouver:

Ondrák L. Implementace flexibilního rozložení ve zobrazovacím stroji CSS . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/11012/180130.

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

Council of Science Editors:

Ondrák L. Implementace flexibilního rozložení ve zobrazovacím stroji CSS . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/180130

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


Queens University

15. Burnett, Alexander. INVESTIGATION OF FULL SCALE HORIZONTAL PIPE-SOIL INTERACTION AND LARGE STRAIN BEHAVIOUR OF SAND .

Degree: Civil Engineering, 2015, Queens University

 Oil and gas pipelines buried off the east coast of Canada are in a complex and dynamic environment with many inherent risks, including scour events… (more)

Subjects/Keywords: pipe trajectory; horizontal; full scale; buried pipe; olivine sand; mobilization distance; lateral; DIC; PIV; shear strain; digital image correlation; large deformation; pipe-soil interaction; lateral soil force

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APA (6th Edition):

Burnett, A. (2015). INVESTIGATION OF FULL SCALE HORIZONTAL PIPE-SOIL INTERACTION AND LARGE STRAIN BEHAVIOUR OF SAND . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12722

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):

Burnett, Alexander. “INVESTIGATION OF FULL SCALE HORIZONTAL PIPE-SOIL INTERACTION AND LARGE STRAIN BEHAVIOUR OF SAND .” 2015. Thesis, Queens University. Accessed October 20, 2019. http://hdl.handle.net/1974/12722.

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

MLA Handbook (7th Edition):

Burnett, Alexander. “INVESTIGATION OF FULL SCALE HORIZONTAL PIPE-SOIL INTERACTION AND LARGE STRAIN BEHAVIOUR OF SAND .” 2015. Web. 20 Oct 2019.

Vancouver:

Burnett A. INVESTIGATION OF FULL SCALE HORIZONTAL PIPE-SOIL INTERACTION AND LARGE STRAIN BEHAVIOUR OF SAND . [Internet] [Thesis]. Queens University; 2015. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1974/12722.

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

Council of Science Editors:

Burnett A. INVESTIGATION OF FULL SCALE HORIZONTAL PIPE-SOIL INTERACTION AND LARGE STRAIN BEHAVIOUR OF SAND . [Thesis]. Queens University; 2015. Available from: http://hdl.handle.net/1974/12722

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


University of Alberta

16. Ngan, Ka Hou. Predicting Soil Expansion Force in Static Pipe Bursting Using Cavity Expansion Solutions and Numerical Modeling.

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

 The prediction of total pull force is critical to the design of static pipe bursting installation and soil expansion is the major component of the… (more)

Subjects/Keywords: Cavity expansion solutions; Soil expansion force; Static pipe bursting; ABAQUS

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APA (6th Edition):

Ngan, K. H. (2014). Predicting Soil Expansion Force in Static Pipe Bursting Using Cavity Expansion Solutions and Numerical Modeling. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/73666723p

Chicago Manual of Style (16th Edition):

Ngan, Ka Hou. “Predicting Soil Expansion Force in Static Pipe Bursting Using Cavity Expansion Solutions and Numerical Modeling.” 2014. Masters Thesis, University of Alberta. Accessed October 20, 2019. https://era.library.ualberta.ca/files/73666723p.

MLA Handbook (7th Edition):

Ngan, Ka Hou. “Predicting Soil Expansion Force in Static Pipe Bursting Using Cavity Expansion Solutions and Numerical Modeling.” 2014. Web. 20 Oct 2019.

Vancouver:

Ngan KH. Predicting Soil Expansion Force in Static Pipe Bursting Using Cavity Expansion Solutions and Numerical Modeling. [Internet] [Masters thesis]. University of Alberta; 2014. [cited 2019 Oct 20]. Available from: https://era.library.ualberta.ca/files/73666723p.

Council of Science Editors:

Ngan KH. Predicting Soil Expansion Force in Static Pipe Bursting Using Cavity Expansion Solutions and Numerical Modeling. [Masters Thesis]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/73666723p


Cornell University

17. Jung, Jai. Soil-Pipe Interaction Under Plane Strain Conditions .

Degree: 2011, Cornell University

 Permanent ground deformations associated with geohazards such as earthquakes, liquefaction and landslides can introduce substantial axial and bending strains on buried pipeline systems. Longitudinal and… (more)

Subjects/Keywords: Soil-Pipe Interaction; Plane Strain Conditions; Numerical Analysis

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APA (6th Edition):

Jung, J. (2011). Soil-Pipe Interaction Under Plane Strain Conditions . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/33543

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):

Jung, Jai. “Soil-Pipe Interaction Under Plane Strain Conditions .” 2011. Thesis, Cornell University. Accessed October 20, 2019. http://hdl.handle.net/1813/33543.

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

MLA Handbook (7th Edition):

Jung, Jai. “Soil-Pipe Interaction Under Plane Strain Conditions .” 2011. Web. 20 Oct 2019.

Vancouver:

Jung J. Soil-Pipe Interaction Under Plane Strain Conditions . [Internet] [Thesis]. Cornell University; 2011. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1813/33543.

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

Council of Science Editors:

Jung J. Soil-Pipe Interaction Under Plane Strain Conditions . [Thesis]. Cornell University; 2011. Available from: http://hdl.handle.net/1813/33543

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


Kansas State University

18. Duryee, Wayne A. The peripheral movement of soil around a buried flexible pipe.

Degree: 1975, Kansas State University

Subjects/Keywords: Pipe, Plastic; Soil mechanicsTables

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

APA (6th Edition):

Duryee, W. A. (1975). The peripheral movement of soil around a buried flexible pipe. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/11162

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):

Duryee, Wayne A. “The peripheral movement of soil around a buried flexible pipe.” 1975. Thesis, Kansas State University. Accessed October 20, 2019. http://hdl.handle.net/2097/11162.

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

MLA Handbook (7th Edition):

Duryee, Wayne A. “The peripheral movement of soil around a buried flexible pipe.” 1975. Web. 20 Oct 2019.

Vancouver:

Duryee WA. The peripheral movement of soil around a buried flexible pipe. [Internet] [Thesis]. Kansas State University; 1975. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2097/11162.

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

Council of Science Editors:

Duryee WA. The peripheral movement of soil around a buried flexible pipe. [Thesis]. Kansas State University; 1975. Available from: http://hdl.handle.net/2097/11162

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


University of Dundee

19. Morrow, Damian. Pipe-soil interaction on a clay seabed.

Degree: PhD, 2016, University of Dundee

 Subsea pipelines form an integral part of the infrastructure associated with offshore oil and gas developments. These pipelines fulfill a range of functions from linking… (more)

Subjects/Keywords: 621.8; Pipe-soil interaction; Subsea pipelines; Clay; Numerical analysis

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APA (6th Edition):

Morrow, D. (2016). Pipe-soil interaction on a clay seabed. (Doctoral Dissertation). University of Dundee. Retrieved from https://discovery.dundee.ac.uk/en/studentTheses/a39e6fbb-c6f0-44cc-9419-4b018db357af ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.716204

Chicago Manual of Style (16th Edition):

Morrow, Damian. “Pipe-soil interaction on a clay seabed.” 2016. Doctoral Dissertation, University of Dundee. Accessed October 20, 2019. https://discovery.dundee.ac.uk/en/studentTheses/a39e6fbb-c6f0-44cc-9419-4b018db357af ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.716204.

MLA Handbook (7th Edition):

Morrow, Damian. “Pipe-soil interaction on a clay seabed.” 2016. Web. 20 Oct 2019.

Vancouver:

Morrow D. Pipe-soil interaction on a clay seabed. [Internet] [Doctoral dissertation]. University of Dundee; 2016. [cited 2019 Oct 20]. Available from: https://discovery.dundee.ac.uk/en/studentTheses/a39e6fbb-c6f0-44cc-9419-4b018db357af ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.716204.

Council of Science Editors:

Morrow D. Pipe-soil interaction on a clay seabed. [Doctoral Dissertation]. University of Dundee; 2016. Available from: https://discovery.dundee.ac.uk/en/studentTheses/a39e6fbb-c6f0-44cc-9419-4b018db357af ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.716204


University of Dundee

20. Morrow, Damian. Pipe-soil interaction on a clay seabed.

Degree: PhD, 2016, University of Dundee

 Subsea pipelines form an integral part of the infrastructure associated with offshore oil and gas developments. These pipelines fulfill a range of functions from linking… (more)

Subjects/Keywords: 621.8; Pipe-soil interaction; Subsea pipelines; Clay; Numerical analysis

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

APA (6th Edition):

Morrow, D. (2016). Pipe-soil interaction on a clay seabed. (Doctoral Dissertation). University of Dundee. Retrieved from http://hdl.handle.net/10588/a39e6fbb-c6f0-44cc-9419-4b018db357af

Chicago Manual of Style (16th Edition):

Morrow, Damian. “Pipe-soil interaction on a clay seabed.” 2016. Doctoral Dissertation, University of Dundee. Accessed October 20, 2019. http://hdl.handle.net/10588/a39e6fbb-c6f0-44cc-9419-4b018db357af.

MLA Handbook (7th Edition):

Morrow, Damian. “Pipe-soil interaction on a clay seabed.” 2016. Web. 20 Oct 2019.

Vancouver:

Morrow D. Pipe-soil interaction on a clay seabed. [Internet] [Doctoral dissertation]. University of Dundee; 2016. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10588/a39e6fbb-c6f0-44cc-9419-4b018db357af.

Council of Science Editors:

Morrow D. Pipe-soil interaction on a clay seabed. [Doctoral Dissertation]. University of Dundee; 2016. Available from: http://hdl.handle.net/10588/a39e6fbb-c6f0-44cc-9419-4b018db357af


University of Houston

21. Kheiri, Pooya. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 It is critical to ensure the durability of the oil and gas production infrastructures from borehole to pipelines. Rheology properties and hardening characteristics are some… (more)

Subjects/Keywords: Smart Cement- Oil Well Cement- Offshore Pipeline- Pipe Soil Interaction

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APA (6th Edition):

Kheiri, P. (2014). Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1912

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):

Kheiri, Pooya. “Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.” 2014. Thesis, University of Houston. Accessed October 20, 2019. http://hdl.handle.net/10657/1912.

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

MLA Handbook (7th Edition):

Kheiri, Pooya. “Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.” 2014. Web. 20 Oct 2019.

Vancouver:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10657/1912.

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

Council of Science Editors:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1912

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


RMIT University

22. Randeniya, C. Failure assessment of corroded pipes buried in partially saturated soils.

Degree: 2018, RMIT University

 Pipelines are used to provide variety of services in modern community and have grown rapidly in past few decades due to ever increasing needs of… (more)

Subjects/Keywords: Fields of Research; buried pipes; partially saturated soil; finite element modelling; pipe stress; pipe corrosion; traffic load; internal pressure

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

APA (6th Edition):

Randeniya, C. (2018). Failure assessment of corroded pipes buried in partially saturated soils. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162614

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):

Randeniya, C. “Failure assessment of corroded pipes buried in partially saturated soils.” 2018. Thesis, RMIT University. Accessed October 20, 2019. http://researchbank.rmit.edu.au/view/rmit:162614.

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

MLA Handbook (7th Edition):

Randeniya, C. “Failure assessment of corroded pipes buried in partially saturated soils.” 2018. Web. 20 Oct 2019.

Vancouver:

Randeniya C. Failure assessment of corroded pipes buried in partially saturated soils. [Internet] [Thesis]. RMIT University; 2018. [cited 2019 Oct 20]. Available from: http://researchbank.rmit.edu.au/view/rmit:162614.

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

Council of Science Editors:

Randeniya C. Failure assessment of corroded pipes buried in partially saturated soils. [Thesis]. RMIT University; 2018. Available from: http://researchbank.rmit.edu.au/view/rmit:162614

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


University of Western Australia

23. Shiri Ghaleh Jugh, Hodjat. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.

Degree: PhD, 2010, University of Western Australia

[Truncated abstract] The influence of the riser-seabed interaction on fatigue performance of steel catenary risers (SCRs) is now widely accepted. Due to uncertainties associated with… (more)

Subjects/Keywords: Offshore structures; Soil-structure interaction; Soil mechanics; Fluid-structure interaction; Offshore structures; Underwater pipelines; Riser pipe; Steel catenary riser; Fatigue; Seabed interaction; Touchdown; Seabed trench; Pipe-soil interaction

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APA (6th Edition):

Shiri Ghaleh Jugh, H. (2010). Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Shiri Ghaleh Jugh, Hodjat. “Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.” 2010. Doctoral Dissertation, University of Western Australia. Accessed October 20, 2019. http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Shiri Ghaleh Jugh, Hodjat. “Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.” 2010. Web. 20 Oct 2019.

Vancouver:

Shiri Ghaleh Jugh H. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. [Internet] [Doctoral dissertation]. University of Western Australia; 2010. [cited 2019 Oct 20]. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01.

Council of Science Editors:

Shiri Ghaleh Jugh H. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. [Doctoral Dissertation]. University of Western Australia; 2010. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01


University of Western Ontario

24. Abuhajar, Osama Salem A. Static and Seismic Soil Culvert Interaction.

Degree: 2013, University of Western Ontario

 Failures of box culverts under static and earthquake loads can cause significant economic loss. Therefore, it is important to investigate the soil-culvert interaction of box(more)

Subjects/Keywords: Soil arching; Soil Culvert Interaction; Box culvert; Sand; Foundation; Earthquakes; Geotechnical Engineering

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APA (6th Edition):

Abuhajar, O. S. A. (2013). Static and Seismic Soil Culvert Interaction. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/1659

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):

Abuhajar, Osama Salem A. “Static and Seismic Soil Culvert Interaction.” 2013. Thesis, University of Western Ontario. Accessed October 20, 2019. https://ir.lib.uwo.ca/etd/1659.

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

MLA Handbook (7th Edition):

Abuhajar, Osama Salem A. “Static and Seismic Soil Culvert Interaction.” 2013. Web. 20 Oct 2019.

Vancouver:

Abuhajar OSA. Static and Seismic Soil Culvert Interaction. [Internet] [Thesis]. University of Western Ontario; 2013. [cited 2019 Oct 20]. Available from: https://ir.lib.uwo.ca/etd/1659.

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

Council of Science Editors:

Abuhajar OSA. Static and Seismic Soil Culvert Interaction. [Thesis]. University of Western Ontario; 2013. Available from: https://ir.lib.uwo.ca/etd/1659

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


University of Western Australia

25. Hodder, Matthew Steven. Geotechnical analysis of offshore pipelines and steel catenary risers.

Degree: PhD, 2009, University of Western Australia

As hydrocarbon developments move further offshore into deeper water, the pipelines and risers used in the transportation of oil and gas form an increasingly significant… (more)

Subjects/Keywords: Engineering geology; Pipelines; Riser pipe; Soil-structure interaction; Pipelines; Soil-structure interaction; Soil mechanics; Offshore engineering; Geotechnical engineering; Centifuge modelling

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APA (6th Edition):

Hodder, M. S. (2009). Geotechnical analysis of offshore pipelines and steel catenary risers. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Hodder, Matthew Steven. “Geotechnical analysis of offshore pipelines and steel catenary risers.” 2009. Doctoral Dissertation, University of Western Australia. Accessed October 20, 2019. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Hodder, Matthew Steven. “Geotechnical analysis of offshore pipelines and steel catenary risers.” 2009. Web. 20 Oct 2019.

Vancouver:

Hodder MS. Geotechnical analysis of offshore pipelines and steel catenary risers. [Internet] [Doctoral dissertation]. University of Western Australia; 2009. [cited 2019 Oct 20]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01.

Council of Science Editors:

Hodder MS. Geotechnical analysis of offshore pipelines and steel catenary risers. [Doctoral Dissertation]. University of Western Australia; 2009. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01


Universidade do Rio Grande do Sul

26. Wallauer, Frederico Alberto. Materiais para aplicação em arames da armadura de tração de dutos flexíveis : comportamento frente a entalhes.

Degree: 2015, Universidade do Rio Grande do Sul

A armadura de tração de dutos flexíveis é a camada responsável por suportar as cargas axiais destes equipamentos em campo. Com a tendência de aumento… (more)

Subjects/Keywords: Flexible pipe; Tubos flexíveis; High strength steels; Aço de alta resistência; Resistência à fratura; Fracture toughness; Fadiga (Engenharia); Fatigue; Notch sensitivity

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APA (6th Edition):

Wallauer, F. A. (2015). Materiais para aplicação em arames da armadura de tração de dutos flexíveis : comportamento frente a entalhes. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/133138

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):

Wallauer, Frederico Alberto. “Materiais para aplicação em arames da armadura de tração de dutos flexíveis : comportamento frente a entalhes.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed October 20, 2019. http://hdl.handle.net/10183/133138.

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

MLA Handbook (7th Edition):

Wallauer, Frederico Alberto. “Materiais para aplicação em arames da armadura de tração de dutos flexíveis : comportamento frente a entalhes.” 2015. Web. 20 Oct 2019.

Vancouver:

Wallauer FA. Materiais para aplicação em arames da armadura de tração de dutos flexíveis : comportamento frente a entalhes. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10183/133138.

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

Council of Science Editors:

Wallauer FA. Materiais para aplicação em arames da armadura de tração de dutos flexíveis : comportamento frente a entalhes. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/133138

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


Universidade do Rio Grande do Sul

27. Bueno, Antonio Fernando Burkert. Avaliação das armaduras de tração de riser flexível durante ensaios axiais de tração e fadiga.

Degree: 2010, Universidade do Rio Grande do Sul

O presente trabalho tem como objetivo avaliar as tensões atuantes no conjunto conector e duto flexível de camadas não aderentes durante ensaios com carregamentos axiais… (more)

Subjects/Keywords: Tubos flexíveis; End fitting; Fatigue; Elementos finitos; Fadiga (Engenharia); Flexible pipe; The finite element method; Tensile armor

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APA (6th Edition):

Bueno, A. F. B. (2010). Avaliação das armaduras de tração de riser flexível durante ensaios axiais de tração e fadiga. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/24713

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):

Bueno, Antonio Fernando Burkert. “Avaliação das armaduras de tração de riser flexível durante ensaios axiais de tração e fadiga.” 2010. Thesis, Universidade do Rio Grande do Sul. Accessed October 20, 2019. http://hdl.handle.net/10183/24713.

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

MLA Handbook (7th Edition):

Bueno, Antonio Fernando Burkert. “Avaliação das armaduras de tração de riser flexível durante ensaios axiais de tração e fadiga.” 2010. Web. 20 Oct 2019.

Vancouver:

Bueno AFB. Avaliação das armaduras de tração de riser flexível durante ensaios axiais de tração e fadiga. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2010. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10183/24713.

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

Council of Science Editors:

Bueno AFB. Avaliação das armaduras de tração de riser flexível durante ensaios axiais de tração e fadiga. [Thesis]. Universidade do Rio Grande do Sul; 2010. Available from: http://hdl.handle.net/10183/24713

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

28. Provasi, Rodrigo. Contribuição ao projeto de cabos umbilicais e tubos flexíveis: ferramentas de CAD e modelo de macro elementos.

Degree: PhD, Engenharia de Controle e Automação Mecânica, 2012, University of São Paulo

A Engenharia Offshore está sempre em evolução, motivada pela busca de novos poços de petróleo, o que acarreta em maiores lâminas dágua e demanda novas… (more)

Subjects/Keywords: Cable modeling; Cabo umbilical; CAD tool; Elementos finitos; Ferramenta CAD; Finite element; Flexible pipe; Modelagem de cabos; Tubo flexível; Umbilical cable

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

APA (6th Edition):

Provasi, R. (2012). Contribuição ao projeto de cabos umbilicais e tubos flexíveis: ferramentas de CAD e modelo de macro elementos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3152/tde-29072013-120723/ ;

Chicago Manual of Style (16th Edition):

Provasi, Rodrigo. “Contribuição ao projeto de cabos umbilicais e tubos flexíveis: ferramentas de CAD e modelo de macro elementos.” 2012. Doctoral Dissertation, University of São Paulo. Accessed October 20, 2019. http://www.teses.usp.br/teses/disponiveis/3/3152/tde-29072013-120723/ ;.

MLA Handbook (7th Edition):

Provasi, Rodrigo. “Contribuição ao projeto de cabos umbilicais e tubos flexíveis: ferramentas de CAD e modelo de macro elementos.” 2012. Web. 20 Oct 2019.

Vancouver:

Provasi R. Contribuição ao projeto de cabos umbilicais e tubos flexíveis: ferramentas de CAD e modelo de macro elementos. [Internet] [Doctoral dissertation]. University of São Paulo; 2012. [cited 2019 Oct 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3152/tde-29072013-120723/ ;.

Council of Science Editors:

Provasi R. Contribuição ao projeto de cabos umbilicais e tubos flexíveis: ferramentas de CAD e modelo de macro elementos. [Doctoral Dissertation]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3152/tde-29072013-120723/ ;

29. FÃbio Cordeiro dos Santos. OtimizaÃÃo de poliuretanos para protetores de linhas flexÃveis sujeitos ao desgaste abrasivo.

Degree: 2007, Federal University of Uberlândia

n the last year the Petrobras Company gone self sufficiency of Brazil in the production of petroleum, Itâs take great effort to achieve technology in… (more)

Subjects/Keywords: Linhas flexÃveis; Lubrificante; Elastomer of polyurethane; ElastÃmeros; ElastÃmero de poliuretano; Abrasive wear; ENGENHARIA MECANICA; Desgaste abrasivo; Flexible pipe; Lubricant

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Santos, F. C. d. (2007). OtimizaÃÃo de poliuretanos para protetores de linhas flexÃveis sujeitos ao desgaste abrasivo. (Thesis). Federal University of Uberlândia. Retrieved from http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855

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):

Santos, FÃbio Cordeiro dos. “OtimizaÃÃo de poliuretanos para protetores de linhas flexÃveis sujeitos ao desgaste abrasivo.” 2007. Thesis, Federal University of Uberlândia. Accessed October 20, 2019. http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855.

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

MLA Handbook (7th Edition):

Santos, FÃbio Cordeiro dos. “OtimizaÃÃo de poliuretanos para protetores de linhas flexÃveis sujeitos ao desgaste abrasivo.” 2007. Web. 20 Oct 2019.

Vancouver:

Santos FCd. OtimizaÃÃo de poliuretanos para protetores de linhas flexÃveis sujeitos ao desgaste abrasivo. [Internet] [Thesis]. Federal University of Uberlândia; 2007. [cited 2019 Oct 20]. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855.

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

Council of Science Editors:

Santos FCd. OtimizaÃÃo de poliuretanos para protetores de linhas flexÃveis sujeitos ao desgaste abrasivo. [Thesis]. Federal University of Uberlândia; 2007. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855

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

30. Fábio Cordeiro dos Santos. Otimização de poliuretanos para protetores de linhas flexíveis sujeitos ao desgaste abrasivo.

Degree: 2007, Federal University of Uberlândia

No último ano a Petrobras conseguiu a auto-suficiência do Brasil na produção de petróleo, isso graças aos esforços para dominar a tecnologia em exploração de… (more)

Subjects/Keywords: Linhas flexíveis; Desgaste abrasivo; Elastômero de poliuretano; Lubrificante; ENGENHARIA MECANICA; Elastômeros; Flexible pipe; Abrasive wear; Elastomer of polyurethane; Lubricant

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Santos, F. C. d. (2007). Otimização de poliuretanos para protetores de linhas flexíveis sujeitos ao desgaste abrasivo. (Thesis). Federal University of Uberlândia. Retrieved from http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856

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):

Santos, Fábio Cordeiro dos. “Otimização de poliuretanos para protetores de linhas flexíveis sujeitos ao desgaste abrasivo.” 2007. Thesis, Federal University of Uberlândia. Accessed October 20, 2019. http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856.

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

MLA Handbook (7th Edition):

Santos, Fábio Cordeiro dos. “Otimização de poliuretanos para protetores de linhas flexíveis sujeitos ao desgaste abrasivo.” 2007. Web. 20 Oct 2019.

Vancouver:

Santos FCd. Otimização de poliuretanos para protetores de linhas flexíveis sujeitos ao desgaste abrasivo. [Internet] [Thesis]. Federal University of Uberlândia; 2007. [cited 2019 Oct 20]. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856.

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

Council of Science Editors:

Santos FCd. Otimização de poliuretanos para protetores de linhas flexíveis sujeitos ao desgaste abrasivo. [Thesis]. Federal University of Uberlândia; 2007. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1854 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1855 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=1856

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

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