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You searched for subject:(Soil Pipe Interaction). Showing records 1 – 17 of 17 total matches.

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University of Houston

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

Degree: MS, Civil Engineering, 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. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1912

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. Masters Thesis, University of Houston. Accessed January 24, 2021. http://hdl.handle.net/10657/1912.

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. 24 Jan 2021.

Vancouver:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Internet] [Masters thesis]. University of Houston; 2014. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10657/1912.

Council of Science Editors:

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


University of Dundee

2. 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 January 24, 2021. 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. 24 Jan 2021.

Vancouver:

Morrow D. Pipe-soil interaction on a clay seabed. [Internet] [Doctoral dissertation]. University of Dundee; 2016. [cited 2021 Jan 24]. 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


Cornell University

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

Degree: PhD, Civil and Environmental Engineering, 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. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/33543

Chicago Manual of Style (16th Edition):

Jung, Jai. “Soil-Pipe Interaction Under Plane Strain Conditions.” 2011. Doctoral Dissertation, Cornell University. Accessed January 24, 2021. http://hdl.handle.net/1813/33543.

MLA Handbook (7th Edition):

Jung, Jai. “Soil-Pipe Interaction Under Plane Strain Conditions.” 2011. Web. 24 Jan 2021.

Vancouver:

Jung J. Soil-Pipe Interaction Under Plane Strain Conditions. [Internet] [Doctoral dissertation]. Cornell University; 2011. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1813/33543.

Council of Science Editors:

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


Queens University

4. 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 January 24, 2021. 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. 24 Jan 2021.

Vancouver:

Burnett A. Investigation of Full Scale Horizontal Pipe-Soil Interaction and Large Strain Behaviour of Sand . [Internet] [Thesis]. Queens University; 2015. [cited 2021 Jan 24]. 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


Texas Tech University

5. Amarasiri, Aruna Lal. Evaluation of granular backfill materials for large-diameter, high-density polyethylene pipe.

Degree: Civil Engineering, 2000, Texas Tech University

 Traditionally, the Texas Department of Transportation (TxDOT) has used concrete or corrugated metal pipes in highway subsurface drainage applications. In recent times large-diameter HDPE thermoplastic… (more)

Subjects/Keywords: Drainage pipes; Culverts; Plastic; Pipe; Granular materials; Soil-structure interaction; Underground plastic pipe

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APA (6th Edition):

Amarasiri, A. L. (2000). Evaluation of granular backfill materials for large-diameter, high-density polyethylene pipe. (Thesis). Texas Tech University. Retrieved from http://hdl.handle.net/2346/22109

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):

Amarasiri, Aruna Lal. “Evaluation of granular backfill materials for large-diameter, high-density polyethylene pipe.” 2000. Thesis, Texas Tech University. Accessed January 24, 2021. http://hdl.handle.net/2346/22109.

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

MLA Handbook (7th Edition):

Amarasiri, Aruna Lal. “Evaluation of granular backfill materials for large-diameter, high-density polyethylene pipe.” 2000. Web. 24 Jan 2021.

Vancouver:

Amarasiri AL. Evaluation of granular backfill materials for large-diameter, high-density polyethylene pipe. [Internet] [Thesis]. Texas Tech University; 2000. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2346/22109.

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

Council of Science Editors:

Amarasiri AL. Evaluation of granular backfill materials for large-diameter, high-density polyethylene pipe. [Thesis]. Texas Tech University; 2000. Available from: http://hdl.handle.net/2346/22109

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


Université Catholique de Louvain

6. Hamdi, Sami. Pipe pile driving into rock.

Degree: 2016, Université Catholique de Louvain

Impact driving technique is commonly used in offshore environments to install pipe piles. This technique consists in striking the pile head with a hammer to… (more)

Subjects/Keywords: Reduced scale tests; Geotechnical engineering; Soil-structure interaction; Cavity expansion; Pipe pile; Rock; Finite elements; Impact driving

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APA (6th Edition):

Hamdi, S. (2016). Pipe pile driving into rock. (Thesis). Université Catholique de Louvain. Retrieved from http://hdl.handle.net/2078.1/172501

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):

Hamdi, Sami. “Pipe pile driving into rock.” 2016. Thesis, Université Catholique de Louvain. Accessed January 24, 2021. http://hdl.handle.net/2078.1/172501.

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

MLA Handbook (7th Edition):

Hamdi, Sami. “Pipe pile driving into rock.” 2016. Web. 24 Jan 2021.

Vancouver:

Hamdi S. Pipe pile driving into rock. [Internet] [Thesis]. Université Catholique de Louvain; 2016. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2078.1/172501.

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

Council of Science Editors:

Hamdi S. Pipe pile driving into rock. [Thesis]. Université Catholique de Louvain; 2016. Available from: http://hdl.handle.net/2078.1/172501

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


University of Oxford

7. Macaro, Giulia. Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils.

Degree: PhD, 2015, University of Oxford

 Offshore on-bottom pipelines are subjected to cycles of thermal and pressure-induced axial expansion, which can cause them to buckle laterally. For an elegant and cost-effective… (more)

Subjects/Keywords: 621.8; Civil engineering; Geotechnical engineering; Offshore foundations; distint element method; offshore pipelines; numerical modelling; pipe-soil interaction; granular materials

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APA (6th Edition):

Macaro, G. (2015). Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887

Chicago Manual of Style (16th Edition):

Macaro, Giulia. “Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils.” 2015. Doctoral Dissertation, University of Oxford. Accessed January 24, 2021. http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887.

MLA Handbook (7th Edition):

Macaro, Giulia. “Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils.” 2015. Web. 24 Jan 2021.

Vancouver:

Macaro G. Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils. [Internet] [Doctoral dissertation]. University of Oxford; 2015. [cited 2021 Jan 24]. Available from: http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887.

Council of Science Editors:

Macaro G. Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils. [Doctoral Dissertation]. University of Oxford; 2015. Available from: http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887


Delft University of Technology

8. Slingsby, M.J. (author). Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations.

Degree: 2015, Delft University of Technology

 When currents are present around a subsea pipeline, vortices are shed alternately from the upper and lower sides of the pipe. The vortex shedding can… (more)

Subjects/Keywords: Vortex-Induced Vibrations; VIV; span; dynamic interaction; wake; oscillator; soil support; subsea; pipeline; time-domain; pipe-wake

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APA (6th Edition):

Slingsby, M. J. (. (2015). Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215

Chicago Manual of Style (16th Edition):

Slingsby, M J (author). “Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations.” 2015. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215.

MLA Handbook (7th Edition):

Slingsby, M J (author). “Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations.” 2015. Web. 24 Jan 2021.

Vancouver:

Slingsby MJ(. Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215.

Council of Science Editors:

Slingsby MJ(. Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215


University of Houston

9. Sarraf Joshaghani, Mohammad. Testing and Modeling of Axial and Lateral Sliding and Mitigation of Deepwater Oil Pipelines.

Degree: MSin Civil Engineering, Civil Engineering, 2014, University of Houston

 During the service life, network of oil and gas pipelines that connect the floating platforms to the subsea wells in deepwater undergo significant changes in… (more)

Subjects/Keywords: Pipe soil interaction; Pipelines; Full-scale experiments; Large Deformation Finite Element Analysis; Mitigation Methods for Axial Walking and Lateral Buckling; Arbitrary Lagrangian-Eulerian methods; Remote Gridding System

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APA (6th Edition):

Sarraf Joshaghani, M. (2014). Testing and Modeling of Axial and Lateral Sliding and Mitigation of Deepwater Oil Pipelines. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/4730

Chicago Manual of Style (16th Edition):

Sarraf Joshaghani, Mohammad. “Testing and Modeling of Axial and Lateral Sliding and Mitigation of Deepwater Oil Pipelines.” 2014. Masters Thesis, University of Houston. Accessed January 24, 2021. http://hdl.handle.net/10657/4730.

MLA Handbook (7th Edition):

Sarraf Joshaghani, Mohammad. “Testing and Modeling of Axial and Lateral Sliding and Mitigation of Deepwater Oil Pipelines.” 2014. Web. 24 Jan 2021.

Vancouver:

Sarraf Joshaghani M. Testing and Modeling of Axial and Lateral Sliding and Mitigation of Deepwater Oil Pipelines. [Internet] [Masters thesis]. University of Houston; 2014. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10657/4730.

Council of Science Editors:

Sarraf Joshaghani M. Testing and Modeling of Axial and Lateral Sliding and Mitigation of Deepwater Oil Pipelines. [Masters Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/4730

10. ZHANG ZHISHEN. PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION.

Degree: 2018, National University of Singapore

Subjects/Keywords: Pipe-soil interaction; free span pipeline; Vortex-Induced Vibration; subsea pipeline

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APA (6th Edition):

ZHISHEN, Z. (2018). PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/151875

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):

ZHISHEN, ZHANG. “PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION.” 2018. Thesis, National University of Singapore. Accessed January 24, 2021. http://scholarbank.nus.edu.sg/handle/10635/151875.

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

MLA Handbook (7th Edition):

ZHISHEN, ZHANG. “PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION.” 2018. Web. 24 Jan 2021.

Vancouver:

ZHISHEN Z. PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION. [Internet] [Thesis]. National University of Singapore; 2018. [cited 2021 Jan 24]. Available from: http://scholarbank.nus.edu.sg/handle/10635/151875.

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

Council of Science Editors:

ZHISHEN Z. PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION. [Thesis]. National University of Singapore; 2018. Available from: http://scholarbank.nus.edu.sg/handle/10635/151875

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


Queens University

11. Chehab, Abdul Ghafar. Time dependent response of pulled-in-place HDPE pipes .

Degree: Civil Engineering, 2008, Queens University

 Horizontal directional drilling is increasingly used to install pipes without costs and disruptions associated with conventional ‘cut and cover’ installations. This technique, which was developed… (more)

Subjects/Keywords: High density polyethylene ; Horizontal directional drilling ; Constitutive modeling ; Pipe-soil interaction

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APA (6th Edition):

Chehab, A. G. (2008). Time dependent response of pulled-in-place HDPE pipes . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1239

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):

Chehab, Abdul Ghafar. “Time dependent response of pulled-in-place HDPE pipes .” 2008. Thesis, Queens University. Accessed January 24, 2021. http://hdl.handle.net/1974/1239.

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

MLA Handbook (7th Edition):

Chehab, Abdul Ghafar. “Time dependent response of pulled-in-place HDPE pipes .” 2008. Web. 24 Jan 2021.

Vancouver:

Chehab AG. Time dependent response of pulled-in-place HDPE pipes . [Internet] [Thesis]. Queens University; 2008. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1974/1239.

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

Council of Science Editors:

Chehab AG. Time dependent response of pulled-in-place HDPE pipes . [Thesis]. Queens University; 2008. Available from: http://hdl.handle.net/1974/1239

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


Kyoto University

12. FARZAD, TALEBI. STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES .

Degree: 2020, Kyoto University

Subjects/Keywords: Buried pipeline; Soil-pipe interaction; FEM; analytical solution; Fault crossing; strike-slip; Earthquake

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APA (6th Edition):

FARZAD, T. (2020). STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/259023

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):

FARZAD, TALEBI. “STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES .” 2020. Thesis, Kyoto University. Accessed January 24, 2021. http://hdl.handle.net/2433/259023.

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

MLA Handbook (7th Edition):

FARZAD, TALEBI. “STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES .” 2020. Web. 24 Jan 2021.

Vancouver:

FARZAD T. STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES . [Internet] [Thesis]. Kyoto University; 2020. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2433/259023.

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

Council of Science Editors:

FARZAD T. STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES . [Thesis]. Kyoto University; 2020. Available from: http://hdl.handle.net/2433/259023

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

13. Keatley, David J. Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall.

Degree: PhD, Civil Engineering (Engineering and Technology), 2009, Ohio University

  Profile-wall HDPE pipes are used increasingly in transportation related construction projects in the United States. These pipes come in a variety of profile-wall configurations,… (more)

Subjects/Keywords: Civil Engineering; Soil-Structure Interaction; Buried Pipe; Buried Culvert; HDPE Pipe; HDPE Culvert; Profile-Wall Pipe; Culverts for Highways; Nonlinear FEM Analyses; ABAQUS

…triangles and the pipe-soil interaction was modeled as fully bonded. This model consisted of half… …the pipe-soil interaction was modeled as fully bonded. This model consisted of half a pipe… …was for a 60 in. diameter corrugated HDPE pipe where the pipe-soil interaction was modeled… …interaction problem: depth of soil fill, modulus of the backfill soil, modulus of the pipe material… …63 Figure 4-9: Typical Coarse Mesh Pipe-Soil Assembly… 

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APA (6th Edition):

Keatley, D. J. (2009). Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall. (Doctoral Dissertation). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1237230121

Chicago Manual of Style (16th Edition):

Keatley, David J. “Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall.” 2009. Doctoral Dissertation, Ohio University. Accessed January 24, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1237230121.

MLA Handbook (7th Edition):

Keatley, David J. “Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall.” 2009. Web. 24 Jan 2021.

Vancouver:

Keatley DJ. Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall. [Internet] [Doctoral dissertation]. Ohio University; 2009. [cited 2021 Jan 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1237230121.

Council of Science Editors:

Keatley DJ. Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall. [Doctoral Dissertation]. Ohio University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1237230121


Delft University of Technology

14. Hou, Z. (author). Lateral Vibration of Pipelines during J-Lay Coupling of Suspended and Seabed Pipelines.

Degree: 2016, Delft University of Technology

Mechanical, Maritime and Materials Engineering

Offshore & Dredging Engineering

Advisors/Committee Members: Metrikine, A.V. (mentor).

Subjects/Keywords: Seabed pipelines; Suspended pipelines; Lateral vibration; Pipe-soil interaction; VIV; Dynamic laying process; Touchdown zone

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APA (6th Edition):

Hou, Z. (. (2016). Lateral Vibration of Pipelines during J-Lay Coupling of Suspended and Seabed Pipelines. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ac9a40b6-662a-441a-b82a-94e97e036c12

Chicago Manual of Style (16th Edition):

Hou, Z (author). “Lateral Vibration of Pipelines during J-Lay Coupling of Suspended and Seabed Pipelines.” 2016. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:ac9a40b6-662a-441a-b82a-94e97e036c12.

MLA Handbook (7th Edition):

Hou, Z (author). “Lateral Vibration of Pipelines during J-Lay Coupling of Suspended and Seabed Pipelines.” 2016. Web. 24 Jan 2021.

Vancouver:

Hou Z(. Lateral Vibration of Pipelines during J-Lay Coupling of Suspended and Seabed Pipelines. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:ac9a40b6-662a-441a-b82a-94e97e036c12.

Council of Science Editors:

Hou Z(. Lateral Vibration of Pipelines during J-Lay Coupling of Suspended and Seabed Pipelines. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:ac9a40b6-662a-441a-b82a-94e97e036c12


Ohio University

15. Vaithianathan, Elangovan. Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes.

Degree: MS, Civil Engineering (Engineering), 1998, Ohio University

Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes. Advisors/Committee Members: Hazen, Glenn (Advisor).

Subjects/Keywords: Engineering, Civil; Standard Installation Direct Design; 610-mm diameter concrete pipes; Soil Pipe Interaction Design and Analysis

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APA (6th Edition):

Vaithianathan, E. (1998). Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176237149

Chicago Manual of Style (16th Edition):

Vaithianathan, Elangovan. “Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes.” 1998. Masters Thesis, Ohio University. Accessed January 24, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176237149.

MLA Handbook (7th Edition):

Vaithianathan, Elangovan. “Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes.” 1998. Web. 24 Jan 2021.

Vancouver:

Vaithianathan E. Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes. [Internet] [Masters thesis]. Ohio University; 1998. [cited 2021 Jan 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176237149.

Council of Science Editors:

Vaithianathan E. Field verification of Standard Installation Direct Design (SIDD) method for 610-mm diameter concrete pipes. [Masters Thesis]. Ohio University; 1998. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176237149


Georgia Tech

16. McGillivray, Catherine Black. Lubrication mechanisms and their influence on interface strength during installation of subsurface pipes.

Degree: PhD, Geosystems, 2009, Georgia Tech

Pipe jacking, has seen a rise in popularity, particularly in urban areas where infrastructure does not permit cut-and-cover methods. As pipe jacking has becomes more… (more)

Subjects/Keywords: Lubrication; Bentonite slurry; Pipe jacking; Interface shear; Interfaces (Physical sciences); Pipelines Design and construction; Soil-structure interaction; Lubrication and lubricants; Bentonite slurry; Shear (Mechanics); Trenchless construction

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APA (6th Edition):

McGillivray, C. B. (2009). Lubrication mechanisms and their influence on interface strength during installation of subsurface pipes. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/31851

Chicago Manual of Style (16th Edition):

McGillivray, Catherine Black. “Lubrication mechanisms and their influence on interface strength during installation of subsurface pipes.” 2009. Doctoral Dissertation, Georgia Tech. Accessed January 24, 2021. http://hdl.handle.net/1853/31851.

MLA Handbook (7th Edition):

McGillivray, Catherine Black. “Lubrication mechanisms and their influence on interface strength during installation of subsurface pipes.” 2009. Web. 24 Jan 2021.

Vancouver:

McGillivray CB. Lubrication mechanisms and their influence on interface strength during installation of subsurface pipes. [Internet] [Doctoral dissertation]. Georgia Tech; 2009. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1853/31851.

Council of Science Editors:

McGillivray CB. Lubrication mechanisms and their influence on interface strength during installation of subsurface pipes. [Doctoral Dissertation]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/31851


Université de Bordeaux I

17. Imanzadeh, Saber. Effets des incertitudes et de la variabilité spatiale des propriétés des sols et des structures sur le dimensionnement des semelles filantes et des conduites enterrées : Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design : cases of continuous spread footings and buried pipes.

Degree: Docteur es, Mécanique, 2013, Université de Bordeaux I

Le sol présente une variabilité spatiale des propriétés physiques et mécaniques dont les effets sur des structures légères avec semelles filantes et sur les conduites… (more)

Subjects/Keywords: Incertitude; Variabilité spatiale; Module de réaction du sol; Semelle filante; Conduite enterrée; Interaction sol-structure; Approches analytique et numérique; Géostatistique; Uncertainty; Spatial variability; Subgrade reaction modulus; Spread footing; Buried pipe; Soil-structure interaction; Analytical and numerical methods; Geostatistic; 关键词; 误差; 空间变化; 土质反应模块; 条形地基; 地下管道; 土地-结构的相互作用; 分析方法与数字方法; 地质统计; Incertidumbre; Variabilidad espacial; Módulo de reacción del suelo; Cimientos continuos (zapatas); Tubería enterrada (canalización); Interacción suelo – estructura; Modelos analíticos y numéricos; Geoestadística; Incertitudine; Variabilitate spațială; Modul de reacție; Conducta îngropată; Interactiune sol-structura; Modele analitice și numerice; Geostatistică; Belirsizlik; Mekansal değişkenlik; Yer reaksiyonu modülü; Şerit temeller; Gömülü boru; Zemin-yapı etkileşimi; Analitik ve sayısal yaklaşımlar; Jeoistatistik; Неопределенность; Пространственная переменная; Модуль реактивности почвы; Поверхностный фундамент; Закопанные трубы; Взаимодействие почва-структура; Аналитическая и цифровая модель; Геостатистика; Incertezza; Variabilità spaziale; Modulo di reazione del calore del sole; Soletta conduttiva; Condotta interrata; Interazione delle strutture del suolo; Approccio analitico e numerico; Geostatico; مبدأ الريبة; التغير المكاني; معامل رد فعل التربة الطبيعية; الأساسات المنفصلة; الانابيب المطمورة; تفاعل التربة و البناءة; النموذجات التحليلية و الرقمية; الاحصاءات الجغرافية; عدم قطعیت; تغييرپذيري فضايي; مدول واکنش بستر; سطحي فونداسيون; لوله هاي مدفون; اثر متقابل سازه و خاک; روشهای عددي و تحليلي; آمار زمين, ژئواستاتيستيك

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

APA (6th Edition):

Imanzadeh, S. (2013). Effets des incertitudes et de la variabilité spatiale des propriétés des sols et des structures sur le dimensionnement des semelles filantes et des conduites enterrées : Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design : cases of continuous spread footings and buried pipes. (Doctoral Dissertation). Université de Bordeaux I. Retrieved from http://www.theses.fr/2013BOR14761

Chicago Manual of Style (16th Edition):

Imanzadeh, Saber. “Effets des incertitudes et de la variabilité spatiale des propriétés des sols et des structures sur le dimensionnement des semelles filantes et des conduites enterrées : Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design : cases of continuous spread footings and buried pipes.” 2013. Doctoral Dissertation, Université de Bordeaux I. Accessed January 24, 2021. http://www.theses.fr/2013BOR14761.

MLA Handbook (7th Edition):

Imanzadeh, Saber. “Effets des incertitudes et de la variabilité spatiale des propriétés des sols et des structures sur le dimensionnement des semelles filantes et des conduites enterrées : Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design : cases of continuous spread footings and buried pipes.” 2013. Web. 24 Jan 2021.

Vancouver:

Imanzadeh S. Effets des incertitudes et de la variabilité spatiale des propriétés des sols et des structures sur le dimensionnement des semelles filantes et des conduites enterrées : Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design : cases of continuous spread footings and buried pipes. [Internet] [Doctoral dissertation]. Université de Bordeaux I; 2013. [cited 2021 Jan 24]. Available from: http://www.theses.fr/2013BOR14761.

Council of Science Editors:

Imanzadeh S. Effets des incertitudes et de la variabilité spatiale des propriétés des sols et des structures sur le dimensionnement des semelles filantes et des conduites enterrées : Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design : cases of continuous spread footings and buried pipes. [Doctoral Dissertation]. Université de Bordeaux I; 2013. Available from: http://www.theses.fr/2013BOR14761

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