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

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Cornell University

1. Bouziou, Dimitra. Earthquake-Induced Ground Deformation Effects On Buried Pipelines.

Degree: PhD, Civil and Environmental Engineering, 2015, Cornell University

 The primary subject of this thesis is the evaluation of pipeline performance during earthquakes through analytical and experimental studies, spatial analysis, and probabilistic methodologies. Permanent… (more)

Subjects/Keywords: earthquakes; pipelines; ground deformation

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APA (6th Edition):

Bouziou, D. (2015). Earthquake-Induced Ground Deformation Effects On Buried Pipelines. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/39318

Chicago Manual of Style (16th Edition):

Bouziou, Dimitra. “Earthquake-Induced Ground Deformation Effects On Buried Pipelines.” 2015. Doctoral Dissertation, Cornell University. Accessed October 22, 2020. http://hdl.handle.net/1813/39318.

MLA Handbook (7th Edition):

Bouziou, Dimitra. “Earthquake-Induced Ground Deformation Effects On Buried Pipelines.” 2015. Web. 22 Oct 2020.

Vancouver:

Bouziou D. Earthquake-Induced Ground Deformation Effects On Buried Pipelines. [Internet] [Doctoral dissertation]. Cornell University; 2015. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/1813/39318.

Council of Science Editors:

Bouziou D. Earthquake-Induced Ground Deformation Effects On Buried Pipelines. [Doctoral Dissertation]. Cornell University; 2015. Available from: http://hdl.handle.net/1813/39318

2. Spata, Alessandro. SISTEM: a new method to integrate geodetic and satellite data to estimate 3D ground deformation maps.

Degree: 2011, Università degli Studi di Catania

 We propose a new technique, based on the elastic theory, to efficiently produce an estimate of three-dimensional surface displacement maps by integrating sparse Global Positioning… (more)

Subjects/Keywords: GPS; DInSAR; integration; ground deformation

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APA (6th Edition):

Spata, A. (2011). SISTEM: a new method to integrate geodetic and satellite data to estimate 3D ground deformation maps. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/376

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):

Spata, Alessandro. “SISTEM: a new method to integrate geodetic and satellite data to estimate 3D ground deformation maps.” 2011. Thesis, Università degli Studi di Catania. Accessed October 22, 2020. http://hdl.handle.net/10761/376.

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

MLA Handbook (7th Edition):

Spata, Alessandro. “SISTEM: a new method to integrate geodetic and satellite data to estimate 3D ground deformation maps.” 2011. Web. 22 Oct 2020.

Vancouver:

Spata A. SISTEM: a new method to integrate geodetic and satellite data to estimate 3D ground deformation maps. [Internet] [Thesis]. Università degli Studi di Catania; 2011. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10761/376.

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

Council of Science Editors:

Spata A. SISTEM: a new method to integrate geodetic and satellite data to estimate 3D ground deformation maps. [Thesis]. Università degli Studi di Catania; 2011. Available from: http://hdl.handle.net/10761/376

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


Mississippi State University

3. Gyawali, Abhinaya. Hyperheavy nuclei in axial relativistic Hartree-Bogoliubov calculations.

Degree: MS, Physics and Astronomy, 2018, Mississippi State University

  The existence of highest proton numbers at which the nuclear landscape cease to ex- ist, the end of the periodic table of elements and… (more)

Subjects/Keywords: potential energy surface; oblate deformation; octupole deformation; fission barriers; chemical potential; hexadecapole deformation; alpha- decay half-lives; ground state deformation

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APA (6th Edition):

Gyawali, A. (2018). Hyperheavy nuclei in axial relativistic Hartree-Bogoliubov calculations. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03212018-122809/ ;

Chicago Manual of Style (16th Edition):

Gyawali, Abhinaya. “Hyperheavy nuclei in axial relativistic Hartree-Bogoliubov calculations.” 2018. Masters Thesis, Mississippi State University. Accessed October 22, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03212018-122809/ ;.

MLA Handbook (7th Edition):

Gyawali, Abhinaya. “Hyperheavy nuclei in axial relativistic Hartree-Bogoliubov calculations.” 2018. Web. 22 Oct 2020.

Vancouver:

Gyawali A. Hyperheavy nuclei in axial relativistic Hartree-Bogoliubov calculations. [Internet] [Masters thesis]. Mississippi State University; 2018. [cited 2020 Oct 22]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03212018-122809/ ;.

Council of Science Editors:

Gyawali A. Hyperheavy nuclei in axial relativistic Hartree-Bogoliubov calculations. [Masters Thesis]. Mississippi State University; 2018. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03212018-122809/ ;


University of Alberta

4. Wang,Yazhao. Design, Deployment, Performance and Baseline Data Assessment of Surface Tiltmeter Array Technology in Aquistore Geologic CO2 Storage Project.

Degree: MS, Department of Civil and Environmental Engineering, 2015, University of Alberta

 Tiltmeters have been widely applied in the engineering field for precise angle measurement. The recent adoption of surface tiltmeter array in monitoring geologic CO2 storage… (more)

Subjects/Keywords: Baseline Ground Deformation; Carbon Capture and Storage; Tiltmeter Array

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APA (6th Edition):

Wang,Yazhao. (2015). Design, Deployment, Performance and Baseline Data Assessment of Surface Tiltmeter Array Technology in Aquistore Geologic CO2 Storage Project. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/cs4655g62r

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Wang,Yazhao. “Design, Deployment, Performance and Baseline Data Assessment of Surface Tiltmeter Array Technology in Aquistore Geologic CO2 Storage Project.” 2015. Masters Thesis, University of Alberta. Accessed October 22, 2020. https://era.library.ualberta.ca/files/cs4655g62r.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Wang,Yazhao. “Design, Deployment, Performance and Baseline Data Assessment of Surface Tiltmeter Array Technology in Aquistore Geologic CO2 Storage Project.” 2015. Web. 22 Oct 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Wang,Yazhao. Design, Deployment, Performance and Baseline Data Assessment of Surface Tiltmeter Array Technology in Aquistore Geologic CO2 Storage Project. [Internet] [Masters thesis]. University of Alberta; 2015. [cited 2020 Oct 22]. Available from: https://era.library.ualberta.ca/files/cs4655g62r.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Wang,Yazhao. Design, Deployment, Performance and Baseline Data Assessment of Surface Tiltmeter Array Technology in Aquistore Geologic CO2 Storage Project. [Masters Thesis]. University of Alberta; 2015. Available from: https://era.library.ualberta.ca/files/cs4655g62r

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Cornell University

5. Wham, Brad. Jointed Pipeline Response To Large Ground Movements.

Degree: PhD, Civil and Environmental Engineering, 2016, Cornell University

 This thesis addresses the performance of jointed pipelines subject to ground deformations triggered at a large scale by earthquakes and a construction-related scale by tunneling.… (more)

Subjects/Keywords: pipelines, pipe joints; ductile iron pipe, PVCO pipe; tunneling ground deformation

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APA (6th Edition):

Wham, B. (2016). Jointed Pipeline Response To Large Ground Movements. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/43567

Chicago Manual of Style (16th Edition):

Wham, Brad. “Jointed Pipeline Response To Large Ground Movements.” 2016. Doctoral Dissertation, Cornell University. Accessed October 22, 2020. http://hdl.handle.net/1813/43567.

MLA Handbook (7th Edition):

Wham, Brad. “Jointed Pipeline Response To Large Ground Movements.” 2016. Web. 22 Oct 2020.

Vancouver:

Wham B. Jointed Pipeline Response To Large Ground Movements. [Internet] [Doctoral dissertation]. Cornell University; 2016. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/1813/43567.

Council of Science Editors:

Wham B. Jointed Pipeline Response To Large Ground Movements. [Doctoral Dissertation]. Cornell University; 2016. Available from: http://hdl.handle.net/1813/43567


University of Otago

6. Armstrong, Martina Hellen. Glaciotectonic Deformation of the Hawea Moraine .

Degree: 2011, University of Otago

 Environmental reconstruction of ancient glacial environments encompasses a variety of evidence sources that include morphology, sedimentology and structures within sedimentary deposits. The analysis of glaciotectonic… (more)

Subjects/Keywords: Glaciotectonic deformation; Late Pleistocene; Lake Hawea; Facies analysis; Ground-penetrating radar

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APA (6th Edition):

Armstrong, M. H. (2011). Glaciotectonic Deformation of the Hawea Moraine . (Masters Thesis). University of Otago. Retrieved from http://hdl.handle.net/10523/1650

Chicago Manual of Style (16th Edition):

Armstrong, Martina Hellen. “Glaciotectonic Deformation of the Hawea Moraine .” 2011. Masters Thesis, University of Otago. Accessed October 22, 2020. http://hdl.handle.net/10523/1650.

MLA Handbook (7th Edition):

Armstrong, Martina Hellen. “Glaciotectonic Deformation of the Hawea Moraine .” 2011. Web. 22 Oct 2020.

Vancouver:

Armstrong MH. Glaciotectonic Deformation of the Hawea Moraine . [Internet] [Masters thesis]. University of Otago; 2011. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10523/1650.

Council of Science Editors:

Armstrong MH. Glaciotectonic Deformation of the Hawea Moraine . [Masters Thesis]. University of Otago; 2011. Available from: http://hdl.handle.net/10523/1650


York University

7. Coulombe, Derek Victor. Landscapes of the Hinged Trunk: With Seams of Glass and Bone.

Degree: MFA - Master of Fine Arts, Visual Arts, 2016, York University

 This thesis engages the construction of a particular kind of artwork, namely an artwork that functions as an occult device, capable of affecting the physical… (more)

Subjects/Keywords: Aesthetics; Body; Text; Art; Ground; Icon; Deformation; Transgression; Occult; Incantation

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APA (6th Edition):

Coulombe, D. V. (2016). Landscapes of the Hinged Trunk: With Seams of Glass and Bone. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/32296

Chicago Manual of Style (16th Edition):

Coulombe, Derek Victor. “Landscapes of the Hinged Trunk: With Seams of Glass and Bone.” 2016. Masters Thesis, York University. Accessed October 22, 2020. http://hdl.handle.net/10315/32296.

MLA Handbook (7th Edition):

Coulombe, Derek Victor. “Landscapes of the Hinged Trunk: With Seams of Glass and Bone.” 2016. Web. 22 Oct 2020.

Vancouver:

Coulombe DV. Landscapes of the Hinged Trunk: With Seams of Glass and Bone. [Internet] [Masters thesis]. York University; 2016. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10315/32296.

Council of Science Editors:

Coulombe DV. Landscapes of the Hinged Trunk: With Seams of Glass and Bone. [Masters Thesis]. York University; 2016. Available from: http://hdl.handle.net/10315/32296


Luleå University of Technology

8. Kesaraju, Saiveena. A study of Ground Deformation over the Kiruna region using the StaMPS Technique.

Degree: 2012, Luleå University of Technology

In recent years, ground deformations were observed in and around Kiruna city region [67º49'48"N, 20º25'48"E] caused due to the mining of iron ore near… (more)

Subjects/Keywords: Technology; SAR; StaMPS; Kiruna; deformation; ground; Envisat; Teknik

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APA (6th Edition):

Kesaraju, S. (2012). A study of Ground Deformation over the Kiruna region using the StaMPS Technique. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-46560

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):

Kesaraju, Saiveena. “A study of Ground Deformation over the Kiruna region using the StaMPS Technique.” 2012. Thesis, Luleå University of Technology. Accessed October 22, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-46560.

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

MLA Handbook (7th Edition):

Kesaraju, Saiveena. “A study of Ground Deformation over the Kiruna region using the StaMPS Technique.” 2012. Web. 22 Oct 2020.

Vancouver:

Kesaraju S. A study of Ground Deformation over the Kiruna region using the StaMPS Technique. [Internet] [Thesis]. Luleå University of Technology; 2012. [cited 2020 Oct 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-46560.

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

Council of Science Editors:

Kesaraju S. A study of Ground Deformation over the Kiruna region using the StaMPS Technique. [Thesis]. Luleå University of Technology; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-46560

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


Victoria University of Wellington

9. Morris, Philippa. Accommodating ~9 m of dextral slip on the Kekerengu Fault through ground deformation during the Mw 7.8 Kaikōura Earthquake, November 2016.

Degree: 2020, Victoria University of Wellington

 The Mw 7.8 Kaikōura earthquake of November 14th 2016 provided unprecedented opportunities to understand how the ground deforms during large magnitude strike-slip earthquakes. The re-excavation… (more)

Subjects/Keywords: Kaikōura earthquake; Ground deformation; Paleoseismology; Structural geology; Moletracks

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APA (6th Edition):

Morris, P. (2020). Accommodating ~9 m of dextral slip on the Kekerengu Fault through ground deformation during the Mw 7.8 Kaikōura Earthquake, November 2016. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/9213

Chicago Manual of Style (16th Edition):

Morris, Philippa. “Accommodating ~9 m of dextral slip on the Kekerengu Fault through ground deformation during the Mw 7.8 Kaikōura Earthquake, November 2016.” 2020. Masters Thesis, Victoria University of Wellington. Accessed October 22, 2020. http://hdl.handle.net/10063/9213.

MLA Handbook (7th Edition):

Morris, Philippa. “Accommodating ~9 m of dextral slip on the Kekerengu Fault through ground deformation during the Mw 7.8 Kaikōura Earthquake, November 2016.” 2020. Web. 22 Oct 2020.

Vancouver:

Morris P. Accommodating ~9 m of dextral slip on the Kekerengu Fault through ground deformation during the Mw 7.8 Kaikōura Earthquake, November 2016. [Internet] [Masters thesis]. Victoria University of Wellington; 2020. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10063/9213.

Council of Science Editors:

Morris P. Accommodating ~9 m of dextral slip on the Kekerengu Fault through ground deformation during the Mw 7.8 Kaikōura Earthquake, November 2016. [Masters Thesis]. Victoria University of Wellington; 2020. Available from: http://hdl.handle.net/10063/9213


University of Missouri – Columbia

10. Deng, Huazeng. Ground based interferometric radar initial look at Longview, Blue Springs, Tuttle Creek, and Milford Dams.

Degree: 2012, University of Missouri – Columbia

 Measuring millimeter and smaller deformation has been demonstrated in the literature using RADAR. To address in part the limitations in current commercial satellite-based SAR datasets,… (more)

Subjects/Keywords: ground-based real-aperture RADAR; image products; deformation measurement

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APA (6th Edition):

Deng, H. (2012). Ground based interferometric radar initial look at Longview, Blue Springs, Tuttle Creek, and Milford Dams. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/15940

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):

Deng, Huazeng. “Ground based interferometric radar initial look at Longview, Blue Springs, Tuttle Creek, and Milford Dams.” 2012. Thesis, University of Missouri – Columbia. Accessed October 22, 2020. http://hdl.handle.net/10355/15940.

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

MLA Handbook (7th Edition):

Deng, Huazeng. “Ground based interferometric radar initial look at Longview, Blue Springs, Tuttle Creek, and Milford Dams.” 2012. Web. 22 Oct 2020.

Vancouver:

Deng H. Ground based interferometric radar initial look at Longview, Blue Springs, Tuttle Creek, and Milford Dams. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10355/15940.

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

Council of Science Editors:

Deng H. Ground based interferometric radar initial look at Longview, Blue Springs, Tuttle Creek, and Milford Dams. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/15940

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


Vilnius Gediminas Technical University

11. Jankauskas, Arūnas. Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas.

Degree: Master, Civil Enginering, 2010, Vilnius Gediminas Technical University

Baigiamajame magistro darbe kuriamas dviejų polių įgilinimo metu atsirandančių grunto masyvo deformacijų fizinis modelis, įvertinus užsienio šalių patirtį šioje srityje. Išnagrinėti pagrindiniai principai, kuriais remiantis… (more)

Subjects/Keywords: Grunto deformacijos; Grunto masyvas; Fizikinis modelis; Tankio vertė; Vibropolis; Ground deformation; Ground array; The physical model; Density value; Vibropile

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APA (6th Edition):

Jankauskas, Arūnas. (2010). Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100609_125308-12189 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Jankauskas, Arūnas. “Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas.” 2010. Masters Thesis, Vilnius Gediminas Technical University. Accessed October 22, 2020. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100609_125308-12189 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Jankauskas, Arūnas. “Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas.” 2010. Web. 22 Oct 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Jankauskas, Arūnas. Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2010. [cited 2020 Oct 22]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100609_125308-12189 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Jankauskas, Arūnas. Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas. [Masters Thesis]. Vilnius Gediminas Technical University; 2010. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100609_125308-12189 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Virginia Tech

12. Kamalzare, Soheil. Performance of Columnar Reinforced Ground during Seismic Excitation.

Degree: PhD, Civil Engineering, 2017, Virginia Tech

 Deep soil mixing to construct stiff columns is one of the methods used today to improve performance of loose ground and remediate liquefaction problems. This… (more)

Subjects/Keywords: Ground Improvement; Soil-Cement-Columns; Seismic Intensity Variation; Liquefaction Triggering; Ground Deformation; Constitutive Modeling; 3-D Nonlinear Finite Element Modeling

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APA (6th Edition):

Kamalzare, S. (2017). Performance of Columnar Reinforced Ground during Seismic Excitation. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/74876

Chicago Manual of Style (16th Edition):

Kamalzare, Soheil. “Performance of Columnar Reinforced Ground during Seismic Excitation.” 2017. Doctoral Dissertation, Virginia Tech. Accessed October 22, 2020. http://hdl.handle.net/10919/74876.

MLA Handbook (7th Edition):

Kamalzare, Soheil. “Performance of Columnar Reinforced Ground during Seismic Excitation.” 2017. Web. 22 Oct 2020.

Vancouver:

Kamalzare S. Performance of Columnar Reinforced Ground during Seismic Excitation. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10919/74876.

Council of Science Editors:

Kamalzare S. Performance of Columnar Reinforced Ground during Seismic Excitation. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/74876

13. Xu, Xiaohua. Earthquake cycle study with geodetic tools.

Degree: Earth Sciences, 2017, University of California – San Diego

 In this dissertation, I use space-based geodetic data to study the ground deformation caused by the earthquake cycle processes. Chapter 1 is an introduction to… (more)

Subjects/Keywords: Geophysics; Earthquake cycle; Ground deformation; InSAR; Inverse theory; Shallow slip deficit; Time series

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APA (6th Edition):

Xu, X. (2017). Earthquake cycle study with geodetic tools. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/6gg9r2r0

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):

Xu, Xiaohua. “Earthquake cycle study with geodetic tools.” 2017. Thesis, University of California – San Diego. Accessed October 22, 2020. http://www.escholarship.org/uc/item/6gg9r2r0.

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

MLA Handbook (7th Edition):

Xu, Xiaohua. “Earthquake cycle study with geodetic tools.” 2017. Web. 22 Oct 2020.

Vancouver:

Xu X. Earthquake cycle study with geodetic tools. [Internet] [Thesis]. University of California – San Diego; 2017. [cited 2020 Oct 22]. Available from: http://www.escholarship.org/uc/item/6gg9r2r0.

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

Council of Science Editors:

Xu X. Earthquake cycle study with geodetic tools. [Thesis]. University of California – San Diego; 2017. Available from: http://www.escholarship.org/uc/item/6gg9r2r0

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


University of Southern California

14. Liu, Fang. Data discovery on liquefaction-induced lateral ground deformations.

Degree: PhD, Civil Engineering, 2010, University of Southern California

 Liquefaction-induced deformations during earthquake pose considerable risks to lifeline systems in urban areas. Empirical models, benefiting from case histories, are preferable for regionally assessing those… (more)

Subjects/Keywords: liquefaction; lateral ground deformation; earthquake; data; information

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APA (6th Edition):

Liu, F. (2010). Data discovery on liquefaction-induced lateral ground deformations. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/133397/rec/1765

Chicago Manual of Style (16th Edition):

Liu, Fang. “Data discovery on liquefaction-induced lateral ground deformations.” 2010. Doctoral Dissertation, University of Southern California. Accessed October 22, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/133397/rec/1765.

MLA Handbook (7th Edition):

Liu, Fang. “Data discovery on liquefaction-induced lateral ground deformations.” 2010. Web. 22 Oct 2020.

Vancouver:

Liu F. Data discovery on liquefaction-induced lateral ground deformations. [Internet] [Doctoral dissertation]. University of Southern California; 2010. [cited 2020 Oct 22]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/133397/rec/1765.

Council of Science Editors:

Liu F. Data discovery on liquefaction-induced lateral ground deformations. [Doctoral Dissertation]. University of Southern California; 2010. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/133397/rec/1765


Virginia Tech

15. Rauch, Alan F. EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes.

Degree: PhD, Civil Engineering, 1997, Virginia Tech

 In historical, large-magnitude earthquakes, lateral spreading has been a very damaging type of ground failure. When a subsurface soil deposit liquefies, intact blocks of surficial… (more)

Subjects/Keywords: slope stability; lifeline damage; lateralspreading; ground deformation; soil liquefaction

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APA (6th Edition):

Rauch, A. F. (1997). EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30346

Chicago Manual of Style (16th Edition):

Rauch, Alan F. “EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes.” 1997. Doctoral Dissertation, Virginia Tech. Accessed October 22, 2020. http://hdl.handle.net/10919/30346.

MLA Handbook (7th Edition):

Rauch, Alan F. “EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes.” 1997. Web. 22 Oct 2020.

Vancouver:

Rauch AF. EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes. [Internet] [Doctoral dissertation]. Virginia Tech; 1997. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10919/30346.

Council of Science Editors:

Rauch AF. EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes. [Doctoral Dissertation]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/30346

16. Fattahi, Heresh. Geodetic Imaging of Tectonic Deformation with InSAR.

Degree: PhD, Marine Geology and Geophysics (Marine), 2015, University of Miami

 Precise measurements of ground deformation across the plate boundaries are crucial observations to evaluate the location of strain localization and to understand the pattern of… (more)

Subjects/Keywords: InSAR; Uncertainty; Space Geodesy; Tectonic deformation; Earthquake; Ground deformation; long-wavelength deformation

…analysis is possible through precise measurements of ground deformation across the locked faults… …locking depth, corresponds to Mw 7.3 earthquake every 300 years. Measuring ground deformation… …characterize the ground deformation and to evaluate the rate of strain accumulation and release… …series (decadal) and accurate observations of ground deformation, such observations… …1 1.2 Models of deformation for crust and mantle… 

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APA (6th Edition):

Fattahi, H. (2015). Geodetic Imaging of Tectonic Deformation with InSAR. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1456

Chicago Manual of Style (16th Edition):

Fattahi, Heresh. “Geodetic Imaging of Tectonic Deformation with InSAR.” 2015. Doctoral Dissertation, University of Miami. Accessed October 22, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/1456.

MLA Handbook (7th Edition):

Fattahi, Heresh. “Geodetic Imaging of Tectonic Deformation with InSAR.” 2015. Web. 22 Oct 2020.

Vancouver:

Fattahi H. Geodetic Imaging of Tectonic Deformation with InSAR. [Internet] [Doctoral dissertation]. University of Miami; 2015. [cited 2020 Oct 22]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1456.

Council of Science Editors:

Fattahi H. Geodetic Imaging of Tectonic Deformation with InSAR. [Doctoral Dissertation]. University of Miami; 2015. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1456

17. Chevalier, Laure. Evolution des conditions d’écoulement du magma et du dégazage dans les conduits éruptifs des volcans andésitiques : apports de la modélisation numérique : Evolution of magma flow and degassing conditions in the upper conduit at andesitic volcanoes : insights from numerical modelling.

Degree: Docteur es, Sciences de la terre et de l'univers, et de l'environnement, 2017, Université Grenoble Alpes (ComUE)

 L'activité des volcans andésitiques, tels que le Mont St Helens (États-Unis), Montserrat (Antilles) ou encore le Merapi (Indonésie), alterne entre des périodes relativement calmes, avec… (more)

Subjects/Keywords: Volcan andésitique; Écoulement du magma; Dégazage; Déformation de surface; Merapi; Modélisation numérique; Andesitic volcano; Magma flow; Gas loss; Ground deformation; Merapi; Numerical modelling; 550

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APA (6th Edition):

Chevalier, L. (2017). Evolution des conditions d’écoulement du magma et du dégazage dans les conduits éruptifs des volcans andésitiques : apports de la modélisation numérique : Evolution of magma flow and degassing conditions in the upper conduit at andesitic volcanoes : insights from numerical modelling. (Doctoral Dissertation). Université Grenoble Alpes (ComUE). Retrieved from http://www.theses.fr/2017GREAU008

Chicago Manual of Style (16th Edition):

Chevalier, Laure. “Evolution des conditions d’écoulement du magma et du dégazage dans les conduits éruptifs des volcans andésitiques : apports de la modélisation numérique : Evolution of magma flow and degassing conditions in the upper conduit at andesitic volcanoes : insights from numerical modelling.” 2017. Doctoral Dissertation, Université Grenoble Alpes (ComUE). Accessed October 22, 2020. http://www.theses.fr/2017GREAU008.

MLA Handbook (7th Edition):

Chevalier, Laure. “Evolution des conditions d’écoulement du magma et du dégazage dans les conduits éruptifs des volcans andésitiques : apports de la modélisation numérique : Evolution of magma flow and degassing conditions in the upper conduit at andesitic volcanoes : insights from numerical modelling.” 2017. Web. 22 Oct 2020.

Vancouver:

Chevalier L. Evolution des conditions d’écoulement du magma et du dégazage dans les conduits éruptifs des volcans andésitiques : apports de la modélisation numérique : Evolution of magma flow and degassing conditions in the upper conduit at andesitic volcanoes : insights from numerical modelling. [Internet] [Doctoral dissertation]. Université Grenoble Alpes (ComUE); 2017. [cited 2020 Oct 22]. Available from: http://www.theses.fr/2017GREAU008.

Council of Science Editors:

Chevalier L. Evolution des conditions d’écoulement du magma et du dégazage dans les conduits éruptifs des volcans andésitiques : apports de la modélisation numérique : Evolution of magma flow and degassing conditions in the upper conduit at andesitic volcanoes : insights from numerical modelling. [Doctoral Dissertation]. Université Grenoble Alpes (ComUE); 2017. Available from: http://www.theses.fr/2017GREAU008


University of Kentucky

18. Intsiful, Sekyi K. DEFORMATION-BASED EXCAVATION SUPPORT SYSTEM DESIGN METHOD.

Degree: 2015, University of Kentucky

 Development in urban areas around the world has steadily increased in recent years. This rapid development has not been matched by the ever decreasing open… (more)

Subjects/Keywords: Excavation Support System; Preliminary Cost; Deformation; Ground Movements; 2D Finite Element Simulation; Rigidity Deficit; Civil Engineering; Construction Engineering and Management; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Intsiful, S. K. (2015). DEFORMATION-BASED EXCAVATION SUPPORT SYSTEM DESIGN METHOD. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/29

Chicago Manual of Style (16th Edition):

Intsiful, Sekyi K. “DEFORMATION-BASED EXCAVATION SUPPORT SYSTEM DESIGN METHOD.” 2015. Masters Thesis, University of Kentucky. Accessed October 22, 2020. https://uknowledge.uky.edu/ce_etds/29.

MLA Handbook (7th Edition):

Intsiful, Sekyi K. “DEFORMATION-BASED EXCAVATION SUPPORT SYSTEM DESIGN METHOD.” 2015. Web. 22 Oct 2020.

Vancouver:

Intsiful SK. DEFORMATION-BASED EXCAVATION SUPPORT SYSTEM DESIGN METHOD. [Internet] [Masters thesis]. University of Kentucky; 2015. [cited 2020 Oct 22]. Available from: https://uknowledge.uky.edu/ce_etds/29.

Council of Science Editors:

Intsiful SK. DEFORMATION-BASED EXCAVATION SUPPORT SYSTEM DESIGN METHOD. [Masters Thesis]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/29


Virginia Tech

19. Andrews, Kevin. Enhancing Mine Subsidence Prediction and Control Methodologies for Long-Term Landscape Stability.

Degree: MS, Mining and Minerals Engineering, 2008, Virginia Tech

 Prediction and control methodologies for ground deformation due to underground mining (commonly referred to as mine subsidence) provide engineers with the means to minimize negative… (more)

Subjects/Keywords: subsidence prediction; risk-based damage analysis; long-term stability; dynamic subsidence; ground strain; ground deformation; subsidence; mine subsidence

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APA (6th Edition):

Andrews, K. (2008). Enhancing Mine Subsidence Prediction and Control Methodologies for Long-Term Landscape Stability. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33782

Chicago Manual of Style (16th Edition):

Andrews, Kevin. “Enhancing Mine Subsidence Prediction and Control Methodologies for Long-Term Landscape Stability.” 2008. Masters Thesis, Virginia Tech. Accessed October 22, 2020. http://hdl.handle.net/10919/33782.

MLA Handbook (7th Edition):

Andrews, Kevin. “Enhancing Mine Subsidence Prediction and Control Methodologies for Long-Term Landscape Stability.” 2008. Web. 22 Oct 2020.

Vancouver:

Andrews K. Enhancing Mine Subsidence Prediction and Control Methodologies for Long-Term Landscape Stability. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10919/33782.

Council of Science Editors:

Andrews K. Enhancing Mine Subsidence Prediction and Control Methodologies for Long-Term Landscape Stability. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/33782


Queens University

20. Williams, Jan. The Response of Glass Fibre Reinforced Polymer Pipe Subject to Longitudinal Bending in the Form of Vertical Ground Deformation .

Degree: Civil Engineering, Queens University

 Glass fibre reinforced polymer (GFRP) pipe is a light weight alternative to steel pipe for oil and gas distribution pipelines that is corrosion resistant but… (more)

Subjects/Keywords: Permanent Ground Deformation ; Buried Pipeline ; Pressurized Pipe ; Normal Fault ; Glass Fibre Reinforced Polymer ; Full Scale ; GFRP Pipe

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APA (6th Edition):

Williams, J. (n.d.). The Response of Glass Fibre Reinforced Polymer Pipe Subject to Longitudinal Bending in the Form of Vertical Ground Deformation . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/24897

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):

Williams, Jan. “The Response of Glass Fibre Reinforced Polymer Pipe Subject to Longitudinal Bending in the Form of Vertical Ground Deformation .” Thesis, Queens University. Accessed October 22, 2020. http://hdl.handle.net/1974/24897.

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):

Williams, Jan. “The Response of Glass Fibre Reinforced Polymer Pipe Subject to Longitudinal Bending in the Form of Vertical Ground Deformation .” Web. 22 Oct 2020.

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

Vancouver:

Williams J. The Response of Glass Fibre Reinforced Polymer Pipe Subject to Longitudinal Bending in the Form of Vertical Ground Deformation . [Internet] [Thesis]. Queens University; [cited 2020 Oct 22]. Available from: http://hdl.handle.net/1974/24897.

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:

Williams J. The Response of Glass Fibre Reinforced Polymer Pipe Subject to Longitudinal Bending in the Form of Vertical Ground Deformation . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/24897

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

21. Duro, Javier. Development of new methodologies for the detection, measurement and on going monitoring of ground deformation using spaceborne SAR data : Développement de nouvelles méthodes utilisant les images RSO satellitales pour la détection, la mesure et le suivi des mouvements de terrain.

Degree: Docteur es, Traitement du signal et des images, 2010, Université Paris-Est

 Les techniques d'interférométrie sur réflecteurs persistants, ou points stables (PSI), sont des outils particulièrement efficaces pour le suivi des déformations du sol et offrent les… (more)

Subjects/Keywords: Télédétection; Interférométrie radar à synthèse d'ouverture (InSAR); Interférométrie sur réflecteurs persistants (PSI); Détection de déformations du sol non linéaires; Remote sensing; SAR interferometry (InSAR); Persistent scatterers interferometry (PSI); Non-linear ground deformation monitoring

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APA (6th Edition):

Duro, J. (2010). Development of new methodologies for the detection, measurement and on going monitoring of ground deformation using spaceborne SAR data : Développement de nouvelles méthodes utilisant les images RSO satellitales pour la détection, la mesure et le suivi des mouvements de terrain. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2010PEST1020

Chicago Manual of Style (16th Edition):

Duro, Javier. “Development of new methodologies for the detection, measurement and on going monitoring of ground deformation using spaceborne SAR data : Développement de nouvelles méthodes utilisant les images RSO satellitales pour la détection, la mesure et le suivi des mouvements de terrain.” 2010. Doctoral Dissertation, Université Paris-Est. Accessed October 22, 2020. http://www.theses.fr/2010PEST1020.

MLA Handbook (7th Edition):

Duro, Javier. “Development of new methodologies for the detection, measurement and on going monitoring of ground deformation using spaceborne SAR data : Développement de nouvelles méthodes utilisant les images RSO satellitales pour la détection, la mesure et le suivi des mouvements de terrain.” 2010. Web. 22 Oct 2020.

Vancouver:

Duro J. Development of new methodologies for the detection, measurement and on going monitoring of ground deformation using spaceborne SAR data : Développement de nouvelles méthodes utilisant les images RSO satellitales pour la détection, la mesure et le suivi des mouvements de terrain. [Internet] [Doctoral dissertation]. Université Paris-Est; 2010. [cited 2020 Oct 22]. Available from: http://www.theses.fr/2010PEST1020.

Council of Science Editors:

Duro J. Development of new methodologies for the detection, measurement and on going monitoring of ground deformation using spaceborne SAR data : Développement de nouvelles méthodes utilisant les images RSO satellitales pour la détection, la mesure et le suivi des mouvements de terrain. [Doctoral Dissertation]. Université Paris-Est; 2010. Available from: http://www.theses.fr/2010PEST1020


Delft University of Technology

22. Mahapatra, P.S. Geodetic network design for InSAR: Application to ground deformation monitoring.

Degree: 2015, Delft University of Technology

 For the past two decades, interferometric synthetic aperture radar (InSAR) has been used to monitor ground deformation with subcentimetric precision from space. But the applicability… (more)

Subjects/Keywords: satellite radar interferometry; ground deformation; geodesy; network design; persistent scatterers; InSAR; transponder; corner reflector; precision; InSAR-GNSS collocation; datum connection

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APA (6th Edition):

Mahapatra, P. S. (2015). Geodetic network design for InSAR: Application to ground deformation monitoring. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6

Chicago Manual of Style (16th Edition):

Mahapatra, P S. “Geodetic network design for InSAR: Application to ground deformation monitoring.” 2015. Doctoral Dissertation, Delft University of Technology. Accessed October 22, 2020. http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6.

MLA Handbook (7th Edition):

Mahapatra, P S. “Geodetic network design for InSAR: Application to ground deformation monitoring.” 2015. Web. 22 Oct 2020.

Vancouver:

Mahapatra PS. Geodetic network design for InSAR: Application to ground deformation monitoring. [Internet] [Doctoral dissertation]. Delft University of Technology; 2015. [cited 2020 Oct 22]. Available from: http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6.

Council of Science Editors:

Mahapatra PS. Geodetic network design for InSAR: Application to ground deformation monitoring. [Doctoral Dissertation]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; urn:NBN:nl:ui:24-uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6 ; http://resolver.tudelft.nl/uuid:8933e2d2-fa0f-42a2-90f1-ceb2795c75c6

23. Παπαγεωργίου, Ελένη. Μελέτη εδαφικής παραμόρφωσης στην εκτίμηση ηφαιστειακής επικινδυνότητας τη χρήσει διαστημικών και γεωφυσικών τεχνικών: η περίπτωση του ελληνικού ηφαιστειακού τόξου.

Degree: 2011, National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ)

 Η δημιουργία του Ελληνικού Ηφαιστειακού Τόξου (ΕΗΤ) στο Νότιο Αιγαίο, το οποίο εκτείνεται από την Κρομμυωνία, τα Μέθανα, την Αίγινα και τον Πόρο στα δυτικά,… (more)

Subjects/Keywords: Εδαφική παραμόρφωση; Πεδίο ταχυτήτων; Ελληνικό ηφαιστειακό τόξο; Παγκόσμιο σύστημα εντοπισμού θέσης; Συμβολομετρία ραντάρ; Ηφαιστειακή δραστηριότητα; Τεκτονική; Ηφαιστειακή επικινδυνότητα; Ground deformation; Velocity field; Hellenic volcanic arc; Global positioning systems; SAR interferometry; Volcanic activity; Tectonics; Volcanic hazard

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APA (6th Edition):

Παπαγεωργίου, . . (2011). Μελέτη εδαφικής παραμόρφωσης στην εκτίμηση ηφαιστειακής επικινδυνότητας τη χρήσει διαστημικών και γεωφυσικών τεχνικών: η περίπτωση του ελληνικού ηφαιστειακού τόξου. (Thesis). National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ). Retrieved from http://hdl.handle.net/10442/hedi/26334

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):

Παπαγεωργίου, Ελένη. “Μελέτη εδαφικής παραμόρφωσης στην εκτίμηση ηφαιστειακής επικινδυνότητας τη χρήσει διαστημικών και γεωφυσικών τεχνικών: η περίπτωση του ελληνικού ηφαιστειακού τόξου.” 2011. Thesis, National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ). Accessed October 22, 2020. http://hdl.handle.net/10442/hedi/26334.

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

MLA Handbook (7th Edition):

Παπαγεωργίου, Ελένη. “Μελέτη εδαφικής παραμόρφωσης στην εκτίμηση ηφαιστειακής επικινδυνότητας τη χρήσει διαστημικών και γεωφυσικών τεχνικών: η περίπτωση του ελληνικού ηφαιστειακού τόξου.” 2011. Web. 22 Oct 2020.

Vancouver:

Παπαγεωργίου . Μελέτη εδαφικής παραμόρφωσης στην εκτίμηση ηφαιστειακής επικινδυνότητας τη χρήσει διαστημικών και γεωφυσικών τεχνικών: η περίπτωση του ελληνικού ηφαιστειακού τόξου. [Internet] [Thesis]. National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ); 2011. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10442/hedi/26334.

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

Council of Science Editors:

Παπαγεωργίου . Μελέτη εδαφικής παραμόρφωσης στην εκτίμηση ηφαιστειακής επικινδυνότητας τη χρήσει διαστημικών και γεωφυσικών τεχνικών: η περίπτωση του ελληνικού ηφαιστειακού τόξου. [Thesis]. National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ); 2011. Available from: http://hdl.handle.net/10442/hedi/26334

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


University of Texas – Austin

24. Bonal, Nedra Danielle, 1975-. Field experiments for fracture characterization: studies of seismic anisotropy and tracer imaging with GPR: Studies of seismic anisotropy and tracer imaging with GPR.

Degree: PhD, Geological Sciences, 2007, University of Texas – Austin

 Knowledge of fracture orientation and density is significant for reservoir and aquifer characterization. In this study, field experiments are designed to estimate fracture parameters in… (more)

Subjects/Keywords: Faults (Geology) – Texas – Austin Region; Rock deformation – Texas – Austin Region; Seismic waves – Speed; Anisotropy; Ground penetrating radar; Groundwater flow – Measurement

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APA (6th Edition):

Bonal, Nedra Danielle, 1. (2007). Field experiments for fracture characterization: studies of seismic anisotropy and tracer imaging with GPR: Studies of seismic anisotropy and tracer imaging with GPR. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/3593

Chicago Manual of Style (16th Edition):

Bonal, Nedra Danielle, 1975-. “Field experiments for fracture characterization: studies of seismic anisotropy and tracer imaging with GPR: Studies of seismic anisotropy and tracer imaging with GPR.” 2007. Doctoral Dissertation, University of Texas – Austin. Accessed October 22, 2020. http://hdl.handle.net/2152/3593.

MLA Handbook (7th Edition):

Bonal, Nedra Danielle, 1975-. “Field experiments for fracture characterization: studies of seismic anisotropy and tracer imaging with GPR: Studies of seismic anisotropy and tracer imaging with GPR.” 2007. Web. 22 Oct 2020.

Vancouver:

Bonal, Nedra Danielle 1. Field experiments for fracture characterization: studies of seismic anisotropy and tracer imaging with GPR: Studies of seismic anisotropy and tracer imaging with GPR. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2007. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/2152/3593.

Council of Science Editors:

Bonal, Nedra Danielle 1. Field experiments for fracture characterization: studies of seismic anisotropy and tracer imaging with GPR: Studies of seismic anisotropy and tracer imaging with GPR. [Doctoral Dissertation]. University of Texas – Austin; 2007. Available from: http://hdl.handle.net/2152/3593


University of Oulu

25. Saarenketo, T. (Timo). Electrical properties of road materials and subgrade soils and the use of Ground Penetrating Radar in traffic infrastructure surveys.

Degree: 2006, University of Oulu

 Abstract This PhD thesis is composed of a synopsis and five published papers that are focused on both the research results of studies on electrical… (more)

Subjects/Keywords: Ground Penetrating Radar; airport; asphalt; bearing capacity; bridge; dielectric dispersion; dielectric value; electrical conductivity; freeze-thaw; pavement; percostation; permanent deformation; railway; road; road material; seasonal changes; soil

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

APA (6th Edition):

Saarenketo, T. (. (2006). Electrical properties of road materials and subgrade soils and the use of Ground Penetrating Radar in traffic infrastructure surveys. (Doctoral Dissertation). University of Oulu. Retrieved from http://urn.fi/urn:isbn:9514282221

Chicago Manual of Style (16th Edition):

Saarenketo, T (Timo). “Electrical properties of road materials and subgrade soils and the use of Ground Penetrating Radar in traffic infrastructure surveys.” 2006. Doctoral Dissertation, University of Oulu. Accessed October 22, 2020. http://urn.fi/urn:isbn:9514282221.

MLA Handbook (7th Edition):

Saarenketo, T (Timo). “Electrical properties of road materials and subgrade soils and the use of Ground Penetrating Radar in traffic infrastructure surveys.” 2006. Web. 22 Oct 2020.

Vancouver:

Saarenketo T(. Electrical properties of road materials and subgrade soils and the use of Ground Penetrating Radar in traffic infrastructure surveys. [Internet] [Doctoral dissertation]. University of Oulu; 2006. [cited 2020 Oct 22]. Available from: http://urn.fi/urn:isbn:9514282221.

Council of Science Editors:

Saarenketo T(. Electrical properties of road materials and subgrade soils and the use of Ground Penetrating Radar in traffic infrastructure surveys. [Doctoral Dissertation]. University of Oulu; 2006. Available from: http://urn.fi/urn:isbn:9514282221

26. Pariya-Ekkasut, Chalermpat. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 This thesis addresses the performance of ductile iron (DI) pipelines with restrained axial slip joints subject to earthquake-induced ground deformation. DI pipelines account for 23%… (more)

Subjects/Keywords: Civil engineering; Ductile iron pipe; Fault rupture; Ground deformation; Jointed pipelines; Large-scale experiments; Water distribution systems

…accommodate permanent ground deformation by either ductile flexure or axial deformation of the pipe… …the technology for improved response to earthquake-induced ground deformation are various… …ground deformation. These products add substantially to the inventory of jointed DI pipelines… …163 xxiv CHAPTER 1 INTRODUCTION 1.1 Overview Under earthquake-induced ground… …deformation a jointed pipeline is vulnerable primarily to joint pullout, but also vulnerable to… 

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APA (6th Edition):

Pariya-Ekkasut, C. (2018). Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59351

Chicago Manual of Style (16th Edition):

Pariya-Ekkasut, Chalermpat. “Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.” 2018. Doctoral Dissertation, Cornell University. Accessed October 22, 2020. http://hdl.handle.net/1813/59351.

MLA Handbook (7th Edition):

Pariya-Ekkasut, Chalermpat. “Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.” 2018. Web. 22 Oct 2020.

Vancouver:

Pariya-Ekkasut C. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/1813/59351.

Council of Science Editors:

Pariya-Ekkasut C. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59351


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

27. Μαυρίδης, Γεώργιος. Συμβολή στη σεισμική ανάλυση και τον αντισεισμικό σχεδιασμό υπόγειων αγωγών.

Degree: 1995, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Subjects/Keywords: Υπόγειοι αγωγοί; Αντισεισμική μηχανική; Αλληλεπίδραση εδάφους - κατασκευής; Μόνιμες παραμορφώσεις εδάφους; Lifelines; Pipelines; Earthquake engineering; Underground structures; Soil-structure-interaction effects; Permanent ground deformation

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APA (6th Edition):

Μαυρίδης, . . (1995). Συμβολή στη σεισμική ανάλυση και τον αντισεισμικό σχεδιασμό υπόγειων αγωγών. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/25352

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):

Μαυρίδης, Γεώργιος. “Συμβολή στη σεισμική ανάλυση και τον αντισεισμικό σχεδιασμό υπόγειων αγωγών.” 1995. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed October 22, 2020. http://hdl.handle.net/10442/hedi/25352.

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

MLA Handbook (7th Edition):

Μαυρίδης, Γεώργιος. “Συμβολή στη σεισμική ανάλυση και τον αντισεισμικό σχεδιασμό υπόγειων αγωγών.” 1995. Web. 22 Oct 2020.

Vancouver:

Μαυρίδης . Συμβολή στη σεισμική ανάλυση και τον αντισεισμικό σχεδιασμό υπόγειων αγωγών. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 1995. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10442/hedi/25352.

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

Council of Science Editors:

Μαυρίδης . Συμβολή στη σεισμική ανάλυση και τον αντισεισμικό σχεδιασμό υπόγειων αγωγών. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 1995. Available from: http://hdl.handle.net/10442/hedi/25352

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

28. Χουσιανίτης, Κωνσταντίνος. Ιδιότητες σεισμικών πηγών και προσδιορισμός εδαφικής παραμόρφωσης ευρύτερης περιοχής Κεφαλληνίας - Ζακύνθου βάσει γεωφυσικών και διαστη...

Degree: 2009, National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ)

Subjects/Keywords: Εδαφική παραμόρφωση; Μετρήσεις GPS; Συμβολομετρία; Ιόνια νησιά; Προσομοίωση κυματομορφών; Σεισμική ακολουθία; Ground deformation; GPS measurements; SAR interferometry; Ionian islands; Waveform modeling; Seismic sequences

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

APA (6th Edition):

Χουσιανίτης, . . (2009). Ιδιότητες σεισμικών πηγών και προσδιορισμός εδαφικής παραμόρφωσης ευρύτερης περιοχής Κεφαλληνίας - Ζακύνθου βάσει γεωφυσικών και διαστη... (Thesis). National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ). Retrieved from http://hdl.handle.net/10442/hedi/26931

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):

Χουσιανίτης, Κωνσταντίνος. “Ιδιότητες σεισμικών πηγών και προσδιορισμός εδαφικής παραμόρφωσης ευρύτερης περιοχής Κεφαλληνίας - Ζακύνθου βάσει γεωφυσικών και διαστη...” 2009. Thesis, National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ). Accessed October 22, 2020. http://hdl.handle.net/10442/hedi/26931.

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

MLA Handbook (7th Edition):

Χουσιανίτης, Κωνσταντίνος. “Ιδιότητες σεισμικών πηγών και προσδιορισμός εδαφικής παραμόρφωσης ευρύτερης περιοχής Κεφαλληνίας - Ζακύνθου βάσει γεωφυσικών και διαστη...” 2009. Web. 22 Oct 2020.

Vancouver:

Χουσιανίτης . Ιδιότητες σεισμικών πηγών και προσδιορισμός εδαφικής παραμόρφωσης ευρύτερης περιοχής Κεφαλληνίας - Ζακύνθου βάσει γεωφυσικών και διαστη... [Internet] [Thesis]. National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ); 2009. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10442/hedi/26931.

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

Council of Science Editors:

Χουσιανίτης . Ιδιότητες σεισμικών πηγών και προσδιορισμός εδαφικής παραμόρφωσης ευρύτερης περιοχής Κεφαλληνίας - Ζακύνθου βάσει γεωφυσικών και διαστη... [Thesis]. National and Kapodistrian University of Athens; Εθνικό και Καποδιστριακό Πανεπιστήμιο Αθηνών (ΕΚΠΑ); 2009. Available from: http://hdl.handle.net/10442/hedi/26931

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


ETH Zürich

29. Frei, Martin. Validation of a new approach to determine vegetation effects on superficial soil movements.

Degree: 2009, ETH Zürich

Subjects/Keywords: BODENVERFORMUNGEN + BODENBEWEGUNGEN (BODENMECHANIK); BODENBEWEGUNGEN (GEODÄSIE); BERGHANG/RUTSCHUNGEN (ABLAGERUNGSMILIEU); RUTSCHUNGEN (GEOMORPHOLOGIE); BODENMECHANIK (BAUINGENIEURWESEN); BODENMECHANIK (PEDOLOGIE); BODENSTRUKTURSTABILITÄT (PEDOLOGIE); BODENPILZE + BODENMYKOLOGIE (BODENMIKROBIOLOGIE); BODENSCHICHT (PFLANZENGESELLSCHAFTEN); LEBENDVERBAU (ERDBAU); SPANNUNGS-VERFORMUNGS-BEZIEHUNGEN (BODENMECHANIK); GROUND DEFORMATIONS + GROUND MOVEMENTS (SOIL MECHANICS); GROUND DISPLACEMENTS (GEODESY); HILLSLOPE/SEDIMENT TRANSPORT (SEDIMENTARY ENVIRONMENT); LANDSLIDES (GEOMORPHOLOGY); SOIL MECHANICS (CIVIL ENGINEERING); SOIL MECHANICS (PEDOLOGY); SOIL STRUCTURE STABILITY (PEDOLOGY); SOIL FUNGI + SOIL MYCOLOGY (SOIL MICROBIOLOGY); GROUND LAYER (PLANT SOCIETIES); SOIL BIOENGINEERING (EARTHWORK CONSTRUCTION); STRESS-DEFORMATION RELATIONS (SOIL MECHANICS); info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/630; info:eu-repo/classification/ddc/620; Earth sciences; Agriculture; Engineering & allied operations

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

APA (6th Edition):

Frei, M. (2009). Validation of a new approach to determine vegetation effects on superficial soil movements. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/151586

Chicago Manual of Style (16th Edition):

Frei, Martin. “Validation of a new approach to determine vegetation effects on superficial soil movements.” 2009. Doctoral Dissertation, ETH Zürich. Accessed October 22, 2020. http://hdl.handle.net/20.500.11850/151586.

MLA Handbook (7th Edition):

Frei, Martin. “Validation of a new approach to determine vegetation effects on superficial soil movements.” 2009. Web. 22 Oct 2020.

Vancouver:

Frei M. Validation of a new approach to determine vegetation effects on superficial soil movements. [Internet] [Doctoral dissertation]. ETH Zürich; 2009. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/20.500.11850/151586.

Council of Science Editors:

Frei M. Validation of a new approach to determine vegetation effects on superficial soil movements. [Doctoral Dissertation]. ETH Zürich; 2009. Available from: http://hdl.handle.net/20.500.11850/151586


University of Florida

30. Love, Robert. Analysis of Aeroelastic Flapping-Wing Signals for Micro Air-Vehicles.

Degree: MS, Aerospace Engineering - Mechanical and Aerospace Engineering, 2009, University of Florida

 Flapping-wing micro air-vehicles are being investigated for their potential to provide enhanced aerodynamic efficiency, maneuverability and gust tolerance. The flight dynamics of flapping-wing micro air-vehicles… (more)

Subjects/Keywords: Aircraft wings; Amplitude; Dynamic structural analysis; Fourier transformations; Polynomials; Signals; Structural deflection; Trailing edges; Velocity; Wavelet analysis; aerial, aeroelastic, aeroservoelastic, aerospace, analysis, correlation, deflection, deformation, dic, digital, doppler, dynamics, engineer, flapping, fourier, ground, gvt, image, laser, ldv, mav, modal, mode, model, ornithopter, processing, signal, testing, uav, unmanned, vehicle, vibration, vibrometer, wavelet, wing

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

APA (6th Edition):

Love, R. (2009). Analysis of Aeroelastic Flapping-Wing Signals for Micro Air-Vehicles. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0024479

Chicago Manual of Style (16th Edition):

Love, Robert. “Analysis of Aeroelastic Flapping-Wing Signals for Micro Air-Vehicles.” 2009. Masters Thesis, University of Florida. Accessed October 22, 2020. https://ufdc.ufl.edu/UFE0024479.

MLA Handbook (7th Edition):

Love, Robert. “Analysis of Aeroelastic Flapping-Wing Signals for Micro Air-Vehicles.” 2009. Web. 22 Oct 2020.

Vancouver:

Love R. Analysis of Aeroelastic Flapping-Wing Signals for Micro Air-Vehicles. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2020 Oct 22]. Available from: https://ufdc.ufl.edu/UFE0024479.

Council of Science Editors:

Love R. Analysis of Aeroelastic Flapping-Wing Signals for Micro Air-Vehicles. [Masters Thesis]. University of Florida; 2009. Available from: https://ufdc.ufl.edu/UFE0024479

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