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You searched for subject:(buried soil). Showing records 1 – 30 of 34 total matches.

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Texas Tech University

1. Dunne, Gabrielle. A geological and sedimentological approach to inferring paleoclimate from buried soils within playa fills, southern high plains, Texas.

Degree: 2013, Texas Tech University

 Paleoclimate can be used as a frame work for predicting variability and thresholds of future climate change. The small size and ephemeral nature of inundation… (more)

Subjects/Keywords: Playa; Paleoclimate; Buried soil

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APA (6th Edition):

Dunne, G. (2013). A geological and sedimentological approach to inferring paleoclimate from buried soils within playa fills, southern high plains, Texas. (Thesis). Texas Tech University. Retrieved from http://hdl.handle.net/2346/48890

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):

Dunne, Gabrielle. “A geological and sedimentological approach to inferring paleoclimate from buried soils within playa fills, southern high plains, Texas.” 2013. Thesis, Texas Tech University. Accessed December 04, 2020. http://hdl.handle.net/2346/48890.

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

MLA Handbook (7th Edition):

Dunne, Gabrielle. “A geological and sedimentological approach to inferring paleoclimate from buried soils within playa fills, southern high plains, Texas.” 2013. Web. 04 Dec 2020.

Vancouver:

Dunne G. A geological and sedimentological approach to inferring paleoclimate from buried soils within playa fills, southern high plains, Texas. [Internet] [Thesis]. Texas Tech University; 2013. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/2346/48890.

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

Council of Science Editors:

Dunne G. A geological and sedimentological approach to inferring paleoclimate from buried soils within playa fills, southern high plains, Texas. [Thesis]. Texas Tech University; 2013. Available from: http://hdl.handle.net/2346/48890

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


Texas Tech University

2. Conley, Travis. Paleo-environmental landscape evolution on the Eastern Caprock Escarpment of the Southern High Plains, Texas.

Degree: PhD, Soil Science, 2016, Texas Tech University

 Extensive geomorphologic research describing soils and depositional environments of late-Quaternary age was conducted to add to the existing archaeological database of the ecological boundary of… (more)

Subjects/Keywords: Escarpment Breaks; buried soil; geoarchaeology; geomorphology; Southern High Plains

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APA (6th Edition):

Conley, T. (2016). Paleo-environmental landscape evolution on the Eastern Caprock Escarpment of the Southern High Plains, Texas. (Doctoral Dissertation). Texas Tech University. Retrieved from http://hdl.handle.net/2346/72364

Chicago Manual of Style (16th Edition):

Conley, Travis. “Paleo-environmental landscape evolution on the Eastern Caprock Escarpment of the Southern High Plains, Texas.” 2016. Doctoral Dissertation, Texas Tech University. Accessed December 04, 2020. http://hdl.handle.net/2346/72364.

MLA Handbook (7th Edition):

Conley, Travis. “Paleo-environmental landscape evolution on the Eastern Caprock Escarpment of the Southern High Plains, Texas.” 2016. Web. 04 Dec 2020.

Vancouver:

Conley T. Paleo-environmental landscape evolution on the Eastern Caprock Escarpment of the Southern High Plains, Texas. [Internet] [Doctoral dissertation]. Texas Tech University; 2016. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/2346/72364.

Council of Science Editors:

Conley T. Paleo-environmental landscape evolution on the Eastern Caprock Escarpment of the Southern High Plains, Texas. [Doctoral Dissertation]. Texas Tech University; 2016. Available from: http://hdl.handle.net/2346/72364


Delft University of Technology

3. Tigkas, Lysimachos (author). Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.

Degree: 2019, Delft University of Technology

The starting point of this thesis lies in the area on Groningen, Netherlands. More specifically, induced earthquake activity is observed in this area due to… (more)

Subjects/Keywords: Post-Liquefaction; Pipelines Buried in Sand; Soil-structure interaction

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APA (6th Edition):

Tigkas, L. (. (2019). Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32

Chicago Manual of Style (16th Edition):

Tigkas, Lysimachos (author). “Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.” 2019. Masters Thesis, Delft University of Technology. Accessed December 04, 2020. http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32.

MLA Handbook (7th Edition):

Tigkas, Lysimachos (author). “Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.” 2019. Web. 04 Dec 2020.

Vancouver:

Tigkas L(. Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Dec 04]. Available from: http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32.

Council of Science Editors:

Tigkas L(. Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32


Loughborough University

4. Heather-Smith, Helen. Generation and propagation of acoustic emissions in buried steel infrastructure for monitoring soil-structure interactions.

Degree: PhD, 2020, Loughborough University

 Soil–structure systems (e.g. pipelines, pile foundations, retaining structures) deteriorate with time and experience relative deformations between the soil and structural elements. Whether a result of… (more)

Subjects/Keywords: Acoustic Emissions (AE); Buried Infrastructure; Deformation; Geotechnical Engineering; Soil-Steel Interactions

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APA (6th Edition):

Heather-Smith, H. (2020). Generation and propagation of acoustic emissions in buried steel infrastructure for monitoring soil-structure interactions. (Doctoral Dissertation). Loughborough University. Retrieved from https://doi.org/10.26174/thesis.lboro.12652409.v1 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.812992

Chicago Manual of Style (16th Edition):

Heather-Smith, Helen. “Generation and propagation of acoustic emissions in buried steel infrastructure for monitoring soil-structure interactions.” 2020. Doctoral Dissertation, Loughborough University. Accessed December 04, 2020. https://doi.org/10.26174/thesis.lboro.12652409.v1 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.812992.

MLA Handbook (7th Edition):

Heather-Smith, Helen. “Generation and propagation of acoustic emissions in buried steel infrastructure for monitoring soil-structure interactions.” 2020. Web. 04 Dec 2020.

Vancouver:

Heather-Smith H. Generation and propagation of acoustic emissions in buried steel infrastructure for monitoring soil-structure interactions. [Internet] [Doctoral dissertation]. Loughborough University; 2020. [cited 2020 Dec 04]. Available from: https://doi.org/10.26174/thesis.lboro.12652409.v1 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.812992.

Council of Science Editors:

Heather-Smith H. Generation and propagation of acoustic emissions in buried steel infrastructure for monitoring soil-structure interactions. [Doctoral Dissertation]. Loughborough University; 2020. Available from: https://doi.org/10.26174/thesis.lboro.12652409.v1 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.812992


University of Maine

5. Helderman, Leo N. Improvement of Soil Spring Model for the Analysis of Buried Arch Structures.

Degree: MS, Civil Engineering, 2016, University of Maine

  The University of Maine has developed concrete filled fiber-reinforced polymer (FRP) tubes (CFFTs) for use in bridge construction. A finite element model was previously… (more)

Subjects/Keywords: Soil Spring; Soil structure interaction; Buried Arch; Composite arch; CFFT; Civil Engineering

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APA (6th Edition):

Helderman, L. N. (2016). Improvement of Soil Spring Model for the Analysis of Buried Arch Structures. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2437

Chicago Manual of Style (16th Edition):

Helderman, Leo N. “Improvement of Soil Spring Model for the Analysis of Buried Arch Structures.” 2016. Masters Thesis, University of Maine. Accessed December 04, 2020. https://digitalcommons.library.umaine.edu/etd/2437.

MLA Handbook (7th Edition):

Helderman, Leo N. “Improvement of Soil Spring Model for the Analysis of Buried Arch Structures.” 2016. Web. 04 Dec 2020.

Vancouver:

Helderman LN. Improvement of Soil Spring Model for the Analysis of Buried Arch Structures. [Internet] [Masters thesis]. University of Maine; 2016. [cited 2020 Dec 04]. Available from: https://digitalcommons.library.umaine.edu/etd/2437.

Council of Science Editors:

Helderman LN. Improvement of Soil Spring Model for the Analysis of Buried Arch Structures. [Masters Thesis]. University of Maine; 2016. Available from: https://digitalcommons.library.umaine.edu/etd/2437


Queens University

6. 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 December 04, 2020. 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. 04 Dec 2020.

Vancouver:

Almahakeri M. Stability of Buried Steel and Glass Fibre Reinforced Polymer Pipes Under Lateral Ground Movement . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Dec 04]. 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


Mississippi State University

7. Ehrgott, Jr., John Qua. INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION.

Degree: PhD, Civil and Environmental Engineering, 2010, Mississippi State University

  Detonation of an explosive charge, such as a mine or an improvised explosive device (IED) at the ground surface or buried at shallow depth… (more)

Subjects/Keywords: Airblast and Soil Debrie; Blast Loading; Shallow Buried Charge

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APA (6th Edition):

Ehrgott, Jr., J. Q. (2010). INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION. (Doctoral Dissertation). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;

Chicago Manual of Style (16th Edition):

Ehrgott, Jr., John Qua. “INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION.” 2010. Doctoral Dissertation, Mississippi State University. Accessed December 04, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;.

MLA Handbook (7th Edition):

Ehrgott, Jr., John Qua. “INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION.” 2010. Web. 04 Dec 2020.

Vancouver:

Ehrgott, Jr. JQ. INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION. [Internet] [Doctoral dissertation]. Mississippi State University; 2010. [cited 2020 Dec 04]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;.

Council of Science Editors:

Ehrgott, Jr. JQ. INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION. [Doctoral Dissertation]. Mississippi State University; 2010. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;

8. Gülbay, Ahmet Hilbi. Gaz ölçümleri ile örtülü kırık zonlarının belirlenmesi: Güzelburç Kırığı, Antakya .

Degree: ESOGÜ, Fen Edebiyat Fakültesi, Jeoloji Mühendisliği, 2015, Eskisehir Osmangazi University

 Bu Yüksek Lisans tez çalışması, Türkiye’nin güneyinde, Hatay ilinin Antakya ilçesine bağlı Güzelburç ve Maşuklu beldelerinde, 2004 yılında oluşmaya başlayan ve gelişimi 2014 yılında pik… (more)

Subjects/Keywords: Radon; CO2 Akış ve Konsantrasyon; Toprak Gazları; Örtülü Fay Tespiti; CO2 Flux and CO2 Concentration; Soil Gas; Buried Faults

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APA (6th Edition):

Gülbay, A. H. (2015). Gaz ölçümleri ile örtülü kırık zonlarının belirlenmesi: Güzelburç Kırığı, Antakya . (Thesis). Eskisehir Osmangazi University. Retrieved from http://hdl.handle.net/11684/374

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):

Gülbay, Ahmet Hilbi. “Gaz ölçümleri ile örtülü kırık zonlarının belirlenmesi: Güzelburç Kırığı, Antakya .” 2015. Thesis, Eskisehir Osmangazi University. Accessed December 04, 2020. http://hdl.handle.net/11684/374.

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

MLA Handbook (7th Edition):

Gülbay, Ahmet Hilbi. “Gaz ölçümleri ile örtülü kırık zonlarının belirlenmesi: Güzelburç Kırığı, Antakya .” 2015. Web. 04 Dec 2020.

Vancouver:

Gülbay AH. Gaz ölçümleri ile örtülü kırık zonlarının belirlenmesi: Güzelburç Kırığı, Antakya . [Internet] [Thesis]. Eskisehir Osmangazi University; 2015. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/11684/374.

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

Council of Science Editors:

Gülbay AH. Gaz ölçümleri ile örtülü kırık zonlarının belirlenmesi: Güzelburç Kırığı, Antakya . [Thesis]. Eskisehir Osmangazi University; 2015. Available from: http://hdl.handle.net/11684/374

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


University of Maine

9. Walton, Harold J. Behavior of Buried Composite Arch Bridges.

Degree: PhD, Civil Engineering, 2015, University of Maine

  This dissertation presents experimental results and numerical analysis for short-span buried composite arch bridges whose main structural members are concrete-filled fiber reinforced polymer (FRP)… (more)

Subjects/Keywords: Short-span buried composite arch bridge; Concrete-filled fiber reinforced polymer tube arches; Soil; Civil Engineering

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

APA (6th Edition):

Walton, H. J. (2015). Behavior of Buried Composite Arch Bridges. (Doctoral Dissertation). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2415

Chicago Manual of Style (16th Edition):

Walton, Harold J. “Behavior of Buried Composite Arch Bridges.” 2015. Doctoral Dissertation, University of Maine. Accessed December 04, 2020. https://digitalcommons.library.umaine.edu/etd/2415.

MLA Handbook (7th Edition):

Walton, Harold J. “Behavior of Buried Composite Arch Bridges.” 2015. Web. 04 Dec 2020.

Vancouver:

Walton HJ. Behavior of Buried Composite Arch Bridges. [Internet] [Doctoral dissertation]. University of Maine; 2015. [cited 2020 Dec 04]. Available from: https://digitalcommons.library.umaine.edu/etd/2415.

Council of Science Editors:

Walton HJ. Behavior of Buried Composite Arch Bridges. [Doctoral Dissertation]. University of Maine; 2015. Available from: https://digitalcommons.library.umaine.edu/etd/2415


RMIT University

10. 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 (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 December 04, 2020. 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. 04 Dec 2020.

Vancouver:

Randeniya C. Failure assessment of corroded pipes buried in partially saturated soils. [Internet] [Thesis]. RMIT University; 2018. [cited 2020 Dec 04]. 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 Colorado

11. Hansen, Curt Benjamin. Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling.

Degree: PhD, Mechanical Engineering, 2016, University of Colorado

  A comprehensive experimental regime was conducted to advance the understanding of the mechanistic phenomena of buried, explosive-induced soil responses using geotechnical centrifuge modeling. To… (more)

Subjects/Keywords: buried blast loading; centrifuge modeling; crater morphology; high-explosives; impulse; soil ejecta rheology; Civil Engineering; Mechanical Engineering

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APA (6th Edition):

Hansen, C. B. (2016). Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/mcen_gradetds/146

Chicago Manual of Style (16th Edition):

Hansen, Curt Benjamin. “Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling.” 2016. Doctoral Dissertation, University of Colorado. Accessed December 04, 2020. https://scholar.colorado.edu/mcen_gradetds/146.

MLA Handbook (7th Edition):

Hansen, Curt Benjamin. “Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling.” 2016. Web. 04 Dec 2020.

Vancouver:

Hansen CB. Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2020 Dec 04]. Available from: https://scholar.colorado.edu/mcen_gradetds/146.

Council of Science Editors:

Hansen CB. Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/mcen_gradetds/146


University of Bradford

12. Schotsmans, Eline Marie Joseph. The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application.

Degree: PhD, 2013, University of Bradford

 The inclusion of lime in burials is observed in historical and archaeological records, in contemporary mass graves and forensic cases. Clearly there are controversies within… (more)

Subjects/Keywords: 930.1; Hydrated lime; Quicklime; Taphonomy; Desiccation; Soft tissue; Soil; Microbiology; Histology; Raman spectroscopy; Rwanda; Buried human remains; Decomposition; Lime burials

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APA (6th Edition):

Schotsmans, E. M. J. (2013). The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/6302

Chicago Manual of Style (16th Edition):

Schotsmans, Eline Marie Joseph. “The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application.” 2013. Doctoral Dissertation, University of Bradford. Accessed December 04, 2020. http://hdl.handle.net/10454/6302.

MLA Handbook (7th Edition):

Schotsmans, Eline Marie Joseph. “The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application.” 2013. Web. 04 Dec 2020.

Vancouver:

Schotsmans EMJ. The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application. [Internet] [Doctoral dissertation]. University of Bradford; 2013. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/10454/6302.

Council of Science Editors:

Schotsmans EMJ. The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application. [Doctoral Dissertation]. University of Bradford; 2013. Available from: http://hdl.handle.net/10454/6302


Oklahoma State University

13. Kelley, John Phillip. Influence of Alluvial Sedimentation Rate on Floodplain Soil Developement and Vegetation.

Degree: Environmental Sciences Program, 2006, Oklahoma State University

 The purpose of this study was to evaluate soil forming and sedimentary processes responsible for the formation of two key paleosols in the Southern Plains… (more)

Subjects/Keywords: buried soil; cumulic; sedimentation; alluvium; vegetation; floodplain

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APA (6th Edition):

Kelley, J. P. (2006). Influence of Alluvial Sedimentation Rate on Floodplain Soil Developement and Vegetation. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9559

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):

Kelley, John Phillip. “Influence of Alluvial Sedimentation Rate on Floodplain Soil Developement and Vegetation.” 2006. Thesis, Oklahoma State University. Accessed December 04, 2020. http://hdl.handle.net/11244/9559.

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

MLA Handbook (7th Edition):

Kelley, John Phillip. “Influence of Alluvial Sedimentation Rate on Floodplain Soil Developement and Vegetation.” 2006. Web. 04 Dec 2020.

Vancouver:

Kelley JP. Influence of Alluvial Sedimentation Rate on Floodplain Soil Developement and Vegetation. [Internet] [Thesis]. Oklahoma State University; 2006. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/11244/9559.

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

Council of Science Editors:

Kelley JP. Influence of Alluvial Sedimentation Rate on Floodplain Soil Developement and Vegetation. [Thesis]. Oklahoma State University; 2006. Available from: http://hdl.handle.net/11244/9559

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


Queens University

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

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 December 04, 2020. 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. 04 Dec 2020.

Vancouver:

Burnett A. Investigation of Full Scale Horizontal Pipe-Soil Interaction and Large Strain Behaviour of Sand . [Internet] [Thesis]. Queens University; 2015. [cited 2020 Dec 04]. 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


Queens University

15. Law, Graeme. Physical Testing and Finite Element Analysis of a Corrugated High-Density Polyethylene Stormwater Arch Under Deep Burial .

Degree: Civil Engineering, Queens University

 The performance of a corrugated, high-density polyethylene stormwater retention arch subjected to deep burial conditions was investigated. Current design methods are based on evaluation of… (more)

Subjects/Keywords: stormwater retention ; buried arch ; deep burial ; soil arching ; local buckling ; thermoplastic

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APA (6th Edition):

Law, G. (n.d.). Physical Testing and Finite Element Analysis of a Corrugated High-Density Polyethylene Stormwater Arch Under Deep Burial . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/25893

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Law, Graeme. “Physical Testing and Finite Element Analysis of a Corrugated High-Density Polyethylene Stormwater Arch Under Deep Burial .” Thesis, Queens University. Accessed December 04, 2020. http://hdl.handle.net/1974/25893.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Law, Graeme. “Physical Testing and Finite Element Analysis of a Corrugated High-Density Polyethylene Stormwater Arch Under Deep Burial .” Web. 04 Dec 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Law G. Physical Testing and Finite Element Analysis of a Corrugated High-Density Polyethylene Stormwater Arch Under Deep Burial . [Internet] [Thesis]. Queens University; [cited 2020 Dec 04]. Available from: http://hdl.handle.net/1974/25893.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Law G. Physical Testing and Finite Element Analysis of a Corrugated High-Density Polyethylene Stormwater Arch Under Deep Burial . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/25893

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


Brno University of Technology

16. Houšť, Vladimír. Tenkostěnné přesypané konstrukce: Flexible buried structures.

Degree: 2020, Brno University of Technology

 The thesis is devoted to analysing of flexible buried arch structures. Modelling of the flexible concrete arch is carried out via a nonlinear finite element… (more)

Subjects/Keywords: interakce konstrukce se zeminou; tenkostěnné betonové klenby; přesypané konstrukce; hloubené tunely; přesypané obloukové mosty; ekodukty; tvarová optimalizace; genetické algoritmy; Bézierova křivka; zemní tlaky; ANSYS; soil-structure interactions; flexible concrete arch; buried structures; cut-and-cover structures; buried arch bridges; wildlife crossings; shape optimization; genetic algorithm; Bézier curve; earth pressures; ANSYS

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APA (6th Edition):

Houšť, V. (2020). Tenkostěnné přesypané konstrukce: Flexible buried structures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/51810

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):

Houšť, Vladimír. “Tenkostěnné přesypané konstrukce: Flexible buried structures.” 2020. Thesis, Brno University of Technology. Accessed December 04, 2020. http://hdl.handle.net/11012/51810.

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

MLA Handbook (7th Edition):

Houšť, Vladimír. “Tenkostěnné přesypané konstrukce: Flexible buried structures.” 2020. Web. 04 Dec 2020.

Vancouver:

Houšť V. Tenkostěnné přesypané konstrukce: Flexible buried structures. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/11012/51810.

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

Council of Science Editors:

Houšť V. Tenkostěnné přesypané konstrukce: Flexible buried structures. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/51810

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

17. Vyslouzilova, Barbora. Steppes ou forêts ? : les conditions environnementales de la formation et de l'évolution des chernozems en Europe Centrale : Step nebo les? Ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě : ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě.

Degree: Docteur es, Géographie, 2014, Strasbourg; Univerzita Karlova (Prague)

 Le chernozem est un sol emblématique, car il a participé à la naissance de la pédologie par l’intermédiaire des travaux de Dokuchaev (1883). Depuis, la… (more)

Subjects/Keywords: Chernozem; Paléosols; Paléoenvironnement; Spectroscopie proche infrarouge (SPIR); Europe Centrale; Archives pédologiques; Pédogénèse; Luvisol; Chernozem; Buried soils; Paleoenvironment; Near-infrared spectroscopy (NIRS); Central Europe; Soil memory; Pedogenesis; Luvisol; Černozem; Pohřbené půdy; Paleoekologie; Blízká infračervená spektroskopie; Střední Evropa; Pamět půd; Pedogeneze; Hnědozem; 551.4; 554

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APA (6th Edition):

Vyslouzilova, B. (2014). Steppes ou forêts ? : les conditions environnementales de la formation et de l'évolution des chernozems en Europe Centrale : Step nebo les? Ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě : ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě. (Doctoral Dissertation). Strasbourg; Univerzita Karlova (Prague). Retrieved from http://www.theses.fr/2014STRAH014

Chicago Manual of Style (16th Edition):

Vyslouzilova, Barbora. “Steppes ou forêts ? : les conditions environnementales de la formation et de l'évolution des chernozems en Europe Centrale : Step nebo les? Ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě : ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě.” 2014. Doctoral Dissertation, Strasbourg; Univerzita Karlova (Prague). Accessed December 04, 2020. http://www.theses.fr/2014STRAH014.

MLA Handbook (7th Edition):

Vyslouzilova, Barbora. “Steppes ou forêts ? : les conditions environnementales de la formation et de l'évolution des chernozems en Europe Centrale : Step nebo les? Ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě : ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě.” 2014. Web. 04 Dec 2020.

Vancouver:

Vyslouzilova B. Steppes ou forêts ? : les conditions environnementales de la formation et de l'évolution des chernozems en Europe Centrale : Step nebo les? Ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě : ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě. [Internet] [Doctoral dissertation]. Strasbourg; Univerzita Karlova (Prague); 2014. [cited 2020 Dec 04]. Available from: http://www.theses.fr/2014STRAH014.

Council of Science Editors:

Vyslouzilova B. Steppes ou forêts ? : les conditions environnementales de la formation et de l'évolution des chernozems en Europe Centrale : Step nebo les? Ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě : ekologické podmínky vzniku a vývoje černozemí ve Střední Evropě. [Doctoral Dissertation]. Strasbourg; Univerzita Karlova (Prague); 2014. Available from: http://www.theses.fr/2014STRAH014


Pontifical Catholic University of Rio de Janeiro

18. IGOR EDUARDO OTINIANO MEJIA. [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION.

Degree: 2009, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho apresenta-se uma metodologia de análise do comportamento mecânico de dutos enterrados usados no transporte de gás e outros fluidos sujeitos a cargas… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION

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

APA (6th Edition):

MEJIA, I. E. O. (2009). [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214

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):

MEJIA, IGOR EDUARDO OTINIANO. “[en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION.” 2009. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed December 04, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214.

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

MLA Handbook (7th Edition):

MEJIA, IGOR EDUARDO OTINIANO. “[en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION.” 2009. Web. 04 Dec 2020.

Vancouver:

MEJIA IEO. [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. [cited 2020 Dec 04]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214.

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

Council of Science Editors:

MEJIA IEO. [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214

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

19. Monson, Jessica Laura Bruse. A characterization of soil organic matter in Holocene paleosols from Kansas.

Degree: MS, Geoscience, 2013, University of Iowa

  Carbon isotope studies are commonly used to provide a proxy for past vegetation communities and for evaluating environmental change. Original studies suggested carbon isotope… (more)

Subjects/Keywords: Buried soils; Claussen site; Deforest Formation; Gunder member; Holocene; Soil organic matter; Geology

…shallow buried soil with a thick, black (10YR 2/1, moist), cumulic A horizon. The… …Member is altered by a cultivated surface soil (mollisol) and three buried soils and… …is reduced below a depth of 9.7 m. The surface soil is welded to the A horizon of a buried… …years B.P. at the site (Mandel et al., 2006). The buried soil below surface soil… …cultural horizon (Mandel et al., 2006) support a similar age for the buried soil… 

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APA (6th Edition):

Monson, J. L. B. (2013). A characterization of soil organic matter in Holocene paleosols from Kansas. (Masters Thesis). University of Iowa. Retrieved from https://ir.uiowa.edu/etd/2587

Chicago Manual of Style (16th Edition):

Monson, Jessica Laura Bruse. “A characterization of soil organic matter in Holocene paleosols from Kansas.” 2013. Masters Thesis, University of Iowa. Accessed December 04, 2020. https://ir.uiowa.edu/etd/2587.

MLA Handbook (7th Edition):

Monson, Jessica Laura Bruse. “A characterization of soil organic matter in Holocene paleosols from Kansas.” 2013. Web. 04 Dec 2020.

Vancouver:

Monson JLB. A characterization of soil organic matter in Holocene paleosols from Kansas. [Internet] [Masters thesis]. University of Iowa; 2013. [cited 2020 Dec 04]. Available from: https://ir.uiowa.edu/etd/2587.

Council of Science Editors:

Monson JLB. A characterization of soil organic matter in Holocene paleosols from Kansas. [Masters Thesis]. University of Iowa; 2013. Available from: https://ir.uiowa.edu/etd/2587


University of Florida

20. Hacker, Larry Augustus, 1956-. Techniques for determining the effects of tillage on the distribution of sicklepod (Cassia obtusifolia L.) seed in the soil.

Degree: 1986, University of Florida

Subjects/Keywords: Artificial seeds; Buried seeds; Infestation; No tillage; Plowing; Seeds; Soil samples; Soils; Tillage; Weeds; Agronomy thesis Ph. D; Sicklepod; Tillage

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APA (6th Edition):

Hacker, Larry Augustus, 1. (1986). Techniques for determining the effects of tillage on the distribution of sicklepod (Cassia obtusifolia L.) seed in the soil. (Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/AA00004859

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):

Hacker, Larry Augustus, 1956-. “Techniques for determining the effects of tillage on the distribution of sicklepod (Cassia obtusifolia L.) seed in the soil.” 1986. Thesis, University of Florida. Accessed December 04, 2020. https://ufdc.ufl.edu/AA00004859.

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

MLA Handbook (7th Edition):

Hacker, Larry Augustus, 1956-. “Techniques for determining the effects of tillage on the distribution of sicklepod (Cassia obtusifolia L.) seed in the soil.” 1986. Web. 04 Dec 2020.

Vancouver:

Hacker, Larry Augustus 1. Techniques for determining the effects of tillage on the distribution of sicklepod (Cassia obtusifolia L.) seed in the soil. [Internet] [Thesis]. University of Florida; 1986. [cited 2020 Dec 04]. Available from: https://ufdc.ufl.edu/AA00004859.

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

Council of Science Editors:

Hacker, Larry Augustus 1. Techniques for determining the effects of tillage on the distribution of sicklepod (Cassia obtusifolia L.) seed in the soil. [Thesis]. University of Florida; 1986. Available from: https://ufdc.ufl.edu/AA00004859

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

21. 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

…86 Table 5-6: Comparison of Vertical Soil Pressure at the Crown… …86 Table 5-7: Comparison of Horizontal Soil Pressure at the Springline… …17 Figure 1-2: Positive Soil Arching Illustration… …63 Figure 4-9: Typical Coarse Mesh Pipe-Soil Assembly… …factor Ms = one-dimensional constrained soil modulus [N] = interpolation matrix n… 

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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 December 04, 2020. 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. 04 Dec 2020.

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 2020 Dec 04]. 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

22. Liu, Zhen. Multiphysics Simulation and Innovative Characterization of Freezing Soils.

Degree: PhD, Civil Engineering, 2013, Case Western Reserve University School of Graduate Studies

 Freezing soils are significant due to their wide occurrence in nature. A thorough understanding of their behaviors is challenged by their susceptibilities to multiphysical processes… (more)

Subjects/Keywords: Civil Engineering; Freezing Soil; Multiphysics; Simulation; Porous Materials; Pavement; Buried Pipes; Frost Action; Thermo-TDR; Soil Water Characteristic Curve

…LIST OF TABLES Table Page Table 1.1 Some frequently-used equations for soil water… …89 Table 3.3 Parameters used for simulations of buried pipe 94 Table 4.1 Methods for… …Figure 3.8 Soil water characteristic curves of base and subgrade 88 Figure 3.9 Hydraulic… …vertical stress in the a) soil; and b) pipe (unit: Pa) 95 Figure 3.14 a… …system and output signal; and b) a typical TDR curve for soil and measurement of apparent… 

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APA (6th Edition):

Liu, Z. (2013). Multiphysics Simulation and Innovative Characterization of Freezing Soils. (Doctoral Dissertation). Case Western Reserve University School of Graduate Studies. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1350331910

Chicago Manual of Style (16th Edition):

Liu, Zhen. “Multiphysics Simulation and Innovative Characterization of Freezing Soils.” 2013. Doctoral Dissertation, Case Western Reserve University School of Graduate Studies. Accessed December 04, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1350331910.

MLA Handbook (7th Edition):

Liu, Zhen. “Multiphysics Simulation and Innovative Characterization of Freezing Soils.” 2013. Web. 04 Dec 2020.

Vancouver:

Liu Z. Multiphysics Simulation and Innovative Characterization of Freezing Soils. [Internet] [Doctoral dissertation]. Case Western Reserve University School of Graduate Studies; 2013. [cited 2020 Dec 04]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1350331910.

Council of Science Editors:

Liu Z. Multiphysics Simulation and Innovative Characterization of Freezing Soils. [Doctoral Dissertation]. Case Western Reserve University School of Graduate Studies; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1350331910

23. Konschuh, Hannah. Asessing microbial community dynamics and carbon mineralization with depth across an eroded agricultural landscape at St. Denis National Wildlife Area.

Degree: 2013, University of Saskatchewan

 Recent work has demonstrated that vast amounts of soil organic carbon (SOC) are redistributed and buried within Canadian croplands; however, the effects of redistribution on… (more)

Subjects/Keywords: Erosion; redistribution; eroded landscape; soil organic carbon; buried carbon; carbon mineralization; microbial community structure; phospholipid fatty acid analysis

…would be seen in a sampled soil core: A) the four selected depths in the buried backslope… …third a buried backslope, where substantial soil deposition occurred, resulting in a very… …positions, resulting in C-concentrated, buried horizons, found deep in the soil profile (… …soil organic carbon (SOC), water extractable organic carbon (WEOC), and… …15 Fig. 3.3 The 137Cs profile in A horizons of pits 1-3. Approximately 40 cm of soil… 

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APA (6th Edition):

Konschuh, H. (2013). Asessing microbial community dynamics and carbon mineralization with depth across an eroded agricultural landscape at St. Denis National Wildlife Area. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2013-06-1059

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):

Konschuh, Hannah. “Asessing microbial community dynamics and carbon mineralization with depth across an eroded agricultural landscape at St. Denis National Wildlife Area.” 2013. Thesis, University of Saskatchewan. Accessed December 04, 2020. http://hdl.handle.net/10388/ETD-2013-06-1059.

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

MLA Handbook (7th Edition):

Konschuh, Hannah. “Asessing microbial community dynamics and carbon mineralization with depth across an eroded agricultural landscape at St. Denis National Wildlife Area.” 2013. Web. 04 Dec 2020.

Vancouver:

Konschuh H. Asessing microbial community dynamics and carbon mineralization with depth across an eroded agricultural landscape at St. Denis National Wildlife Area. [Internet] [Thesis]. University of Saskatchewan; 2013. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/10388/ETD-2013-06-1059.

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

Council of Science Editors:

Konschuh H. Asessing microbial community dynamics and carbon mineralization with depth across an eroded agricultural landscape at St. Denis National Wildlife Area. [Thesis]. University of Saskatchewan; 2013. Available from: http://hdl.handle.net/10388/ETD-2013-06-1059

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


Pontifical Catholic University of Rio de Janeiro

24. MARIANNA ANSILIERO DE OLIVEIRA COELHO. [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS.

Degree: 2009, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho é realizado um estudo da estabilidade de dutos enterrados submetidos a cargas térmicas. As cargas térmicas são devidas ao aquecimento do fluido… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION; [pt] CARGA TERMICA; [en] THERMAL LOAD

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APA (6th Edition):

COELHO, M. A. D. O. (2009). [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132

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):

COELHO, MARIANNA ANSILIERO DE OLIVEIRA. “[en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS.” 2009. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed December 04, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132.

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

MLA Handbook (7th Edition):

COELHO, MARIANNA ANSILIERO DE OLIVEIRA. “[en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS.” 2009. Web. 04 Dec 2020.

Vancouver:

COELHO MADO. [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. [cited 2020 Dec 04]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132.

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

Council of Science Editors:

COELHO MADO. [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132

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


Brigham Young University

25. Aagard, Adam D. Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading.

Degree: MS, 2007, Brigham Young University

  Construction of tunnels and small- to medium-span bridges is a $12 billion per year industry in the United States, with a significant portion going… (more)

Subjects/Keywords: soil-structure interaction; load spread; live load reduction; buried; concrete; arch; culvert; finite element analysis; distribution width; distribution length; Civil and Environmental Engineering

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

APA (6th Edition):

Aagard, A. D. (2007). Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2309&context=etd

Chicago Manual of Style (16th Edition):

Aagard, Adam D. “Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading.” 2007. Masters Thesis, Brigham Young University. Accessed December 04, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2309&context=etd.

MLA Handbook (7th Edition):

Aagard, Adam D. “Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading.” 2007. Web. 04 Dec 2020.

Vancouver:

Aagard AD. Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Dec 04]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2309&context=etd.

Council of Science Editors:

Aagard AD. Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2309&context=etd

26. Ferreira, Nelson John. Risk to buried gas pipelines in landslide areas.

Degree: Civil Engineering, 2016, University of Manitoba

 Natural Hazards are a risk to buried gas pipeline infrastructure, but these risks are difficult to assess and quantify. This can often lead to the… (more)

Subjects/Keywords: Landslides; Buried Pipelines; Probability Theory; Soil-Pipe Adhesion; Risk Management System; Limit States; Pipe push tests; Strain monitoring; ground movements; Pipeline Reliability; soil-pipe relaxation

…the soil, kPa L = buried pipe length, m Ko = coefficient of lateral earth pressure at… …Changes Pipe Stresses Attributed to Ground Movements................................231 8.2 Soil… …234 8.2.2 Soil Displaces around the Pipeline… …236 8.2.3 Loss of Soil-Pipe Contact Due to Soil Volume Change ....................237 8.3… …1 Plum River Soil Properties… 

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

APA (6th Edition):

Ferreira, N. J. (2016). Risk to buried gas pipelines in landslide areas. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31661

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):

Ferreira, Nelson John. “Risk to buried gas pipelines in landslide areas.” 2016. Thesis, University of Manitoba. Accessed December 04, 2020. http://hdl.handle.net/1993/31661.

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

MLA Handbook (7th Edition):

Ferreira, Nelson John. “Risk to buried gas pipelines in landslide areas.” 2016. Web. 04 Dec 2020.

Vancouver:

Ferreira NJ. Risk to buried gas pipelines in landslide areas. [Internet] [Thesis]. University of Manitoba; 2016. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/1993/31661.

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

Council of Science Editors:

Ferreira NJ. Risk to buried gas pipelines in landslide areas. [Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31661

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


Pontifical Catholic University of Rio de Janeiro

27. IGOR EDUARDO OTINIANO MEJIA. [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] Apresenta-se uma metodologia de análise numérica para dutos enterrados usados no transporte de petróleo e gás, considerando não-linearidades geométricas e não linearidades de material… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] TECNICA RMDI; [en] RMDI TECHNIQUE; [pt] EQUACAO DE TRABALHO VIRTUAL; [en] VIRTUAL WORK EQUATION; [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION

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

APA (6th Edition):

MEJIA, I. E. O. (2003). [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751

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):

MEJIA, IGOR EDUARDO OTINIANO. “[en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed December 04, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751.

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

MLA Handbook (7th Edition):

MEJIA, IGOR EDUARDO OTINIANO. “[en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES.” 2003. Web. 04 Dec 2020.

Vancouver:

MEJIA IEO. [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2020 Dec 04]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751.

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

Council of Science Editors:

MEJIA IEO. [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751

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


Pontifical Catholic University of Rio de Janeiro

28. LEONARDO DANTAS RODRIGUES. [en] MEASUREMENT OF RESIDUAL STRESSES IN PIPES DRIVING THE DETERMINING OF EFFORTS IN BURIED PIPELINES.

Degree: 2007, Pontifical Catholic University of Rio de Janeiro

[pt] O conhecimento dos esforços de flexão e normal provocados por movimentação de solo é importante para a análise de integridade estrutural de dutos. A… (more)

Subjects/Keywords: [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] TENSOES RESIDUAIS; [en] RESIDUAL STRESSES; [pt] MOVIMENTO DE SOLO; [en] SOIL MOVEMENT; [pt] FURO CEGO; [en] HOLE DRILLING; [pt] FURO ELIPTICO; [en] ELLIPTICAL HOLE

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APA (6th Edition):

RODRIGUES, L. D. (2007). [en] MEASUREMENT OF RESIDUAL STRESSES IN PIPES DRIVING THE DETERMINING OF EFFORTS IN BURIED PIPELINES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10462

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):

RODRIGUES, LEONARDO DANTAS. “[en] MEASUREMENT OF RESIDUAL STRESSES IN PIPES DRIVING THE DETERMINING OF EFFORTS IN BURIED PIPELINES.” 2007. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed December 04, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10462.

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

MLA Handbook (7th Edition):

RODRIGUES, LEONARDO DANTAS. “[en] MEASUREMENT OF RESIDUAL STRESSES IN PIPES DRIVING THE DETERMINING OF EFFORTS IN BURIED PIPELINES.” 2007. Web. 04 Dec 2020.

Vancouver:

RODRIGUES LD. [en] MEASUREMENT OF RESIDUAL STRESSES IN PIPES DRIVING THE DETERMINING OF EFFORTS IN BURIED PIPELINES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. [cited 2020 Dec 04]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10462.

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

Council of Science Editors:

RODRIGUES LD. [en] MEASUREMENT OF RESIDUAL STRESSES IN PIPES DRIVING THE DETERMINING OF EFFORTS IN BURIED PIPELINES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10462

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


University of Victoria

29. Lamberts, Jill S. Nutrient release and cycling in the soils of a continental lodgepole pine (Pinus contorta Doug.) ecosystem, Bootleg Mountain, B.C.

Degree: Dept. of Biology, 2005, University of Victoria

 Nutrient dynamics in a lodgepole pine forest at Bootleg Mountain, B.C., were investigated through the sampling of soil, snow and groundwater in six one-ha blocks.… (more)

Subjects/Keywords: lodegpole pine; Pinus contorta; soil; groundwater; snow pack; N cycle; N mineralization; nitrification; phosphorus; C/N/P ratios; N immobilization; N15 isotope dilution; buried bag; biogeochemistry; nutrient dynamics; productivity; Biogeochemistry

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APA (6th Edition):

Lamberts, J. S. (2005). Nutrient release and cycling in the soils of a continental lodgepole pine (Pinus contorta Doug.) ecosystem, Bootleg Mountain, B.C. (Masters Thesis). University of Victoria. Retrieved from http://hdl.handle.net/1828/46

Chicago Manual of Style (16th Edition):

Lamberts, Jill S. “Nutrient release and cycling in the soils of a continental lodgepole pine (Pinus contorta Doug.) ecosystem, Bootleg Mountain, B.C.” 2005. Masters Thesis, University of Victoria. Accessed December 04, 2020. http://hdl.handle.net/1828/46.

MLA Handbook (7th Edition):

Lamberts, Jill S. “Nutrient release and cycling in the soils of a continental lodgepole pine (Pinus contorta Doug.) ecosystem, Bootleg Mountain, B.C.” 2005. Web. 04 Dec 2020.

Vancouver:

Lamberts JS. Nutrient release and cycling in the soils of a continental lodgepole pine (Pinus contorta Doug.) ecosystem, Bootleg Mountain, B.C. [Internet] [Masters thesis]. University of Victoria; 2005. [cited 2020 Dec 04]. Available from: http://hdl.handle.net/1828/46.

Council of Science Editors:

Lamberts JS. Nutrient release and cycling in the soils of a continental lodgepole pine (Pinus contorta Doug.) ecosystem, Bootleg Mountain, B.C. [Masters Thesis]. University of Victoria; 2005. Available from: http://hdl.handle.net/1828/46


University of Florida

30. Henriquez, Nicholas. Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2009, University of Florida

 Close-in localized HE detonations pose a substantial risk to buried RC box-type structures. This study investigated the relationships between the HE charge and its distance… (more)

Subjects/Keywords: Arithmetic mean; Blasts; Boxes; Concrete slabs; Elastic waves; Explosives; Soils; Steels; Structural deflection; Velocity; box, buried, concrete, direct, dsas, explosion, explosions, explosive, explosives, flexure, ground, protective, shear, shock, soil, soils, structure, structures, underground

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

APA (6th Edition):

Henriquez, N. (2009). Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0024817

Chicago Manual of Style (16th Edition):

Henriquez, Nicholas. “Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions.” 2009. Masters Thesis, University of Florida. Accessed December 04, 2020. https://ufdc.ufl.edu/UFE0024817.

MLA Handbook (7th Edition):

Henriquez, Nicholas. “Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions.” 2009. Web. 04 Dec 2020.

Vancouver:

Henriquez N. Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2020 Dec 04]. Available from: https://ufdc.ufl.edu/UFE0024817.

Council of Science Editors:

Henriquez N. Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions. [Masters Thesis]. University of Florida; 2009. Available from: https://ufdc.ufl.edu/UFE0024817

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