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You searched for subject:(Shear Wave Velocity). Showing records 1 – 30 of 98 total matches.

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University of Texas – Austin

1. -4908-1158. Addressing surface wave inversion non-uniqueness and the implications for seismic site response analyses.

Degree: PhD, Civil Engineering, 2017, University of Texas – Austin

 Surface ground motions predicted from a seismic site response analysis are strongly dependent on the shear wave velocity (Vs) profile used to represent the small-strain… (more)

Subjects/Keywords: Shear wave velocity; Surface wave testing; Seismic site response; Shear wave velocity uncertainty

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

APA (6th Edition):

-4908-1158. (2017). Addressing surface wave inversion non-uniqueness and the implications for seismic site response analyses. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/63465

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

Chicago Manual of Style (16th Edition):

-4908-1158. “Addressing surface wave inversion non-uniqueness and the implications for seismic site response analyses.” 2017. Doctoral Dissertation, University of Texas – Austin. Accessed April 11, 2021. http://hdl.handle.net/2152/63465.

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

MLA Handbook (7th Edition):

-4908-1158. “Addressing surface wave inversion non-uniqueness and the implications for seismic site response analyses.” 2017. Web. 11 Apr 2021.

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

Vancouver:

-4908-1158. Addressing surface wave inversion non-uniqueness and the implications for seismic site response analyses. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2017. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2152/63465.

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

Council of Science Editors:

-4908-1158. Addressing surface wave inversion non-uniqueness and the implications for seismic site response analyses. [Doctoral Dissertation]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/63465

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


Louisiana State University

2. Morrison, Martial James. Shallow Shear-Wave Seismic Analysis of Point Bar Deposits of False River, Louisiana.

Degree: MS, Earth Sciences, 2017, Louisiana State University

 Current point-bar complex models do not include subsurface unit bars as a normal feature. This study provides evidence for a potential buried unit bar amongst… (more)

Subjects/Keywords: reactivation surfaces; unit bars; shear-wave velocity

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APA (6th Edition):

Morrison, M. J. (2017). Shallow Shear-Wave Seismic Analysis of Point Bar Deposits of False River, Louisiana. (Masters Thesis). Louisiana State University. Retrieved from etd-03312017-154201 ; https://digitalcommons.lsu.edu/gradschool_theses/4407

Chicago Manual of Style (16th Edition):

Morrison, Martial James. “Shallow Shear-Wave Seismic Analysis of Point Bar Deposits of False River, Louisiana.” 2017. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-03312017-154201 ; https://digitalcommons.lsu.edu/gradschool_theses/4407.

MLA Handbook (7th Edition):

Morrison, Martial James. “Shallow Shear-Wave Seismic Analysis of Point Bar Deposits of False River, Louisiana.” 2017. Web. 11 Apr 2021.

Vancouver:

Morrison MJ. Shallow Shear-Wave Seismic Analysis of Point Bar Deposits of False River, Louisiana. [Internet] [Masters thesis]. Louisiana State University; 2017. [cited 2021 Apr 11]. Available from: etd-03312017-154201 ; https://digitalcommons.lsu.edu/gradschool_theses/4407.

Council of Science Editors:

Morrison MJ. Shallow Shear-Wave Seismic Analysis of Point Bar Deposits of False River, Louisiana. [Masters Thesis]. Louisiana State University; 2017. Available from: etd-03312017-154201 ; https://digitalcommons.lsu.edu/gradschool_theses/4407


Mississippi State University

3. Galan-Comas, Gustavo. Multichannel analysis of surface waves using distributed fiber optic sensors.

Degree: MS, Civil and Environmental Engineering, 2015, Mississippi State University

  The Multichannel Analysis of Surface Waves (MASW) method traditionally uses an array of collinear vertical geophones to measure seismic wave propagation velocity at discrete… (more)

Subjects/Keywords: MASW; FOS; fiber optic sensors; shear wave velocity; surface wave analysis

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APA (6th Edition):

Galan-Comas, G. (2015). Multichannel analysis of surface waves using distributed fiber optic sensors. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10242015-100608/ ;

Chicago Manual of Style (16th Edition):

Galan-Comas, Gustavo. “Multichannel analysis of surface waves using distributed fiber optic sensors.” 2015. Masters Thesis, Mississippi State University. Accessed April 11, 2021. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10242015-100608/ ;.

MLA Handbook (7th Edition):

Galan-Comas, Gustavo. “Multichannel analysis of surface waves using distributed fiber optic sensors.” 2015. Web. 11 Apr 2021.

Vancouver:

Galan-Comas G. Multichannel analysis of surface waves using distributed fiber optic sensors. [Internet] [Masters thesis]. Mississippi State University; 2015. [cited 2021 Apr 11]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10242015-100608/ ;.

Council of Science Editors:

Galan-Comas G. Multichannel analysis of surface waves using distributed fiber optic sensors. [Masters Thesis]. Mississippi State University; 2015. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10242015-100608/ ;

4. Hirose, Kanae. Formulation for effective screening and management of nonalcoholic steatohepatitis Noninvasive NAFLD management strategy : 非アルコール性脂肪肝炎の効果的なスクリーニングとマネジメント、非侵襲的なNAFLD管理の方法.

Degree: 博士(医学), 2016, Niigata University / 新潟大学

学位の種類: 博士(医学). 報告番号: 甲第4207号. 学位記番号: 新大院博(医)甲第706号. 学位授与年月日: 平成28年9月20日

To establish a versatile means for screening and management of nonalcoholic steatohepatitis (NASH), shear wave velocity was… (more)

Subjects/Keywords: nonalcoholic fatty liver disease; screening; shear wave velocity; formula

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APA (6th Edition):

Hirose, K. (2016). Formulation for effective screening and management of nonalcoholic steatohepatitis Noninvasive NAFLD management strategy : 非アルコール性脂肪肝炎の効果的なスクリーニングとマネジメント、非侵襲的なNAFLD管理の方法. (Thesis). Niigata University / 新潟大学. Retrieved from http://hdl.handle.net/10191/45093

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):

Hirose, Kanae. “Formulation for effective screening and management of nonalcoholic steatohepatitis Noninvasive NAFLD management strategy : 非アルコール性脂肪肝炎の効果的なスクリーニングとマネジメント、非侵襲的なNAFLD管理の方法.” 2016. Thesis, Niigata University / 新潟大学. Accessed April 11, 2021. http://hdl.handle.net/10191/45093.

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

MLA Handbook (7th Edition):

Hirose, Kanae. “Formulation for effective screening and management of nonalcoholic steatohepatitis Noninvasive NAFLD management strategy : 非アルコール性脂肪肝炎の効果的なスクリーニングとマネジメント、非侵襲的なNAFLD管理の方法.” 2016. Web. 11 Apr 2021.

Vancouver:

Hirose K. Formulation for effective screening and management of nonalcoholic steatohepatitis Noninvasive NAFLD management strategy : 非アルコール性脂肪肝炎の効果的なスクリーニングとマネジメント、非侵襲的なNAFLD管理の方法. [Internet] [Thesis]. Niigata University / 新潟大学; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10191/45093.

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

Council of Science Editors:

Hirose K. Formulation for effective screening and management of nonalcoholic steatohepatitis Noninvasive NAFLD management strategy : 非アルコール性脂肪肝炎の効果的なスクリーニングとマネジメント、非侵襲的なNAFLD管理の方法. [Thesis]. Niigata University / 新潟大学; 2016. Available from: http://hdl.handle.net/10191/45093

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


UCLA

5. Kwak, Dong Youp. Probabilistic Evaluation of Seismic Levee Performance using Field Performance Data.

Degree: Civil Engineering, 2014, UCLA

 I characterize the seismic fragility of levees along the Shinano River system in Japan using field performance data from two M 6.6 shallow crustal earthquakes.… (more)

Subjects/Keywords: Civil engineering; Fragility function; Levee; Shear wave velocity; Spatial correlation

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APA (6th Edition):

Kwak, D. Y. (2014). Probabilistic Evaluation of Seismic Levee Performance using Field Performance Data. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/0jr9p39b

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):

Kwak, Dong Youp. “Probabilistic Evaluation of Seismic Levee Performance using Field Performance Data.” 2014. Thesis, UCLA. Accessed April 11, 2021. http://www.escholarship.org/uc/item/0jr9p39b.

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

MLA Handbook (7th Edition):

Kwak, Dong Youp. “Probabilistic Evaluation of Seismic Levee Performance using Field Performance Data.” 2014. Web. 11 Apr 2021.

Vancouver:

Kwak DY. Probabilistic Evaluation of Seismic Levee Performance using Field Performance Data. [Internet] [Thesis]. UCLA; 2014. [cited 2021 Apr 11]. Available from: http://www.escholarship.org/uc/item/0jr9p39b.

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

Council of Science Editors:

Kwak DY. Probabilistic Evaluation of Seismic Levee Performance using Field Performance Data. [Thesis]. UCLA; 2014. Available from: http://www.escholarship.org/uc/item/0jr9p39b

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


University of Houston

6. Ringo, Tommy 1984-. Evaluation of Shear Wave Velocity Prediction Models at Norne Field, Norwegian Sea.

Degree: MS, Geophysics, 2012, University of Houston

 Several shear-wave velocity (Vs) prediction models have been tested on wireline log data at Norne Field in the Norwegian Sea. A genetic algorithm was used… (more)

Subjects/Keywords: Shear wave velocity; Sonic logs; Genetic algorithms; Geophysics

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APA (6th Edition):

Ringo, T. 1. (2012). Evaluation of Shear Wave Velocity Prediction Models at Norne Field, Norwegian Sea. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/535

Chicago Manual of Style (16th Edition):

Ringo, Tommy 1984-. “Evaluation of Shear Wave Velocity Prediction Models at Norne Field, Norwegian Sea.” 2012. Masters Thesis, University of Houston. Accessed April 11, 2021. http://hdl.handle.net/10657/535.

MLA Handbook (7th Edition):

Ringo, Tommy 1984-. “Evaluation of Shear Wave Velocity Prediction Models at Norne Field, Norwegian Sea.” 2012. Web. 11 Apr 2021.

Vancouver:

Ringo T1. Evaluation of Shear Wave Velocity Prediction Models at Norne Field, Norwegian Sea. [Internet] [Masters thesis]. University of Houston; 2012. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10657/535.

Council of Science Editors:

Ringo T1. Evaluation of Shear Wave Velocity Prediction Models at Norne Field, Norwegian Sea. [Masters Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/535


Univerzitet u Beogradu

7. Berisavljević, Dušan M. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom.

Degree: Rudarsko-geološki fakultet, 2018, Univerzitet u Beogradu

Rudarsko inženjerstvo-Eksploatacija vrstih mineralnih sirovina i mehanika stena / Mining engineering-Exploitation of solid mineral resources and rock mechanics

U disertaciji je prikazana analiza i interpretacija… (more)

Subjects/Keywords: dilatometer; shear wave velocity; strength and stiffness; settlement; loess; microstructure

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APA (6th Edition):

Berisavljević, D. M. (2018). Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get

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):

Berisavljević, Dušan M. “Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom.” 2018. Thesis, Univerzitet u Beogradu. Accessed April 11, 2021. https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get.

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

MLA Handbook (7th Edition):

Berisavljević, Dušan M. “Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom.” 2018. Web. 11 Apr 2021.

Vancouver:

Berisavljević DM. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom. [Internet] [Thesis]. Univerzitet u Beogradu; 2018. [cited 2021 Apr 11]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get.

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

Council of Science Editors:

Berisavljević DM. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom. [Thesis]. Univerzitet u Beogradu; 2018. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get

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


Clemson University

8. Brownlow, Andrew West. Evaluation and Uncertainty Quantification of VS30 Models Using a Bayesian Framework for Better Prediction of Seismic Site Conditions.

Degree: PhD, Civil Engineering, 2017, Clemson University

  The time-averaged shear-wave velocity in the top 30 meters of subsurface material (VS30) is a widely used parameter when estimating the potential for amplification… (more)

Subjects/Keywords: Bayesian model ranking; shear wave velocity; site amplification; site conditions

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APA (6th Edition):

Brownlow, A. W. (2017). Evaluation and Uncertainty Quantification of VS30 Models Using a Bayesian Framework for Better Prediction of Seismic Site Conditions. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1991

Chicago Manual of Style (16th Edition):

Brownlow, Andrew West. “Evaluation and Uncertainty Quantification of VS30 Models Using a Bayesian Framework for Better Prediction of Seismic Site Conditions.” 2017. Doctoral Dissertation, Clemson University. Accessed April 11, 2021. https://tigerprints.clemson.edu/all_dissertations/1991.

MLA Handbook (7th Edition):

Brownlow, Andrew West. “Evaluation and Uncertainty Quantification of VS30 Models Using a Bayesian Framework for Better Prediction of Seismic Site Conditions.” 2017. Web. 11 Apr 2021.

Vancouver:

Brownlow AW. Evaluation and Uncertainty Quantification of VS30 Models Using a Bayesian Framework for Better Prediction of Seismic Site Conditions. [Internet] [Doctoral dissertation]. Clemson University; 2017. [cited 2021 Apr 11]. Available from: https://tigerprints.clemson.edu/all_dissertations/1991.

Council of Science Editors:

Brownlow AW. Evaluation and Uncertainty Quantification of VS30 Models Using a Bayesian Framework for Better Prediction of Seismic Site Conditions. [Doctoral Dissertation]. Clemson University; 2017. Available from: https://tigerprints.clemson.edu/all_dissertations/1991


Louisiana State University

9. Goff, Derek Stephen. Study of Resistivity and Shear Wave Velocity as a Predictive Tool of Sediment Type in Levee Foundation Soils, Louisiana Gulf Coast Levee System.

Degree: MS, Earth Sciences, 2016, Louisiana State University

 Geotechnical sediment type of levee foundation soils may be estimated by using cross-plots of shear-wave velocity and electrical resistivity for Louisiana levees. Best-fit polynomial models… (more)

Subjects/Keywords: Cross-Plot Analysis; Shear Wave Velocity; MASW; Resistivity; Soil Estimation

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APA (6th Edition):

Goff, D. S. (2016). Study of Resistivity and Shear Wave Velocity as a Predictive Tool of Sediment Type in Levee Foundation Soils, Louisiana Gulf Coast Levee System. (Masters Thesis). Louisiana State University. Retrieved from etd-04012016-180941 ; https://digitalcommons.lsu.edu/gradschool_theses/903

Chicago Manual of Style (16th Edition):

Goff, Derek Stephen. “Study of Resistivity and Shear Wave Velocity as a Predictive Tool of Sediment Type in Levee Foundation Soils, Louisiana Gulf Coast Levee System.” 2016. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-04012016-180941 ; https://digitalcommons.lsu.edu/gradschool_theses/903.

MLA Handbook (7th Edition):

Goff, Derek Stephen. “Study of Resistivity and Shear Wave Velocity as a Predictive Tool of Sediment Type in Levee Foundation Soils, Louisiana Gulf Coast Levee System.” 2016. Web. 11 Apr 2021.

Vancouver:

Goff DS. Study of Resistivity and Shear Wave Velocity as a Predictive Tool of Sediment Type in Levee Foundation Soils, Louisiana Gulf Coast Levee System. [Internet] [Masters thesis]. Louisiana State University; 2016. [cited 2021 Apr 11]. Available from: etd-04012016-180941 ; https://digitalcommons.lsu.edu/gradschool_theses/903.

Council of Science Editors:

Goff DS. Study of Resistivity and Shear Wave Velocity as a Predictive Tool of Sediment Type in Levee Foundation Soils, Louisiana Gulf Coast Levee System. [Masters Thesis]. Louisiana State University; 2016. Available from: etd-04012016-180941 ; https://digitalcommons.lsu.edu/gradschool_theses/903


University of Texas – Austin

10. Griffiths, Shawn Curtis. Issues related to site property variability and shear strength in site response analysis.

Degree: PhD, Civil Engineering, 2015, University of Texas – Austin

 Nonlinear site response analyses are generally preferred over equivalent linear analyses for soft soil sites subjected to high-intensity input ground motions. However, both nonlinear and… (more)

Subjects/Keywords: Site response; Uncertainty; Shear wave velocity; Dispersion; Inversion

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APA (6th Edition):

Griffiths, S. C. (2015). Issues related to site property variability and shear strength in site response analysis. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31370

Chicago Manual of Style (16th Edition):

Griffiths, Shawn Curtis. “Issues related to site property variability and shear strength in site response analysis.” 2015. Doctoral Dissertation, University of Texas – Austin. Accessed April 11, 2021. http://hdl.handle.net/2152/31370.

MLA Handbook (7th Edition):

Griffiths, Shawn Curtis. “Issues related to site property variability and shear strength in site response analysis.” 2015. Web. 11 Apr 2021.

Vancouver:

Griffiths SC. Issues related to site property variability and shear strength in site response analysis. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2152/31370.

Council of Science Editors:

Griffiths SC. Issues related to site property variability and shear strength in site response analysis. [Doctoral Dissertation]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31370

11. Barnard, Chase K. A Study Regarding the Application of the Refraction Microtremor (ReMi) Process in an Underground Mining Environment.

Degree: 2015, University of Nevada – Reno

 A study was conducted to determine the applicability of the Refraction Microtremor (ReMi) method in order to predict changes in rock characterization in an underground… (more)

Subjects/Keywords: Geophysics; Mining; Refraction; ReMi; RMR; Shear Wave Velocity

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

APA (6th Edition):

Barnard, C. K. (2015). A Study Regarding the Application of the Refraction Microtremor (ReMi) Process in an Underground Mining Environment. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/2512

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):

Barnard, Chase K. “A Study Regarding the Application of the Refraction Microtremor (ReMi) Process in an Underground Mining Environment.” 2015. Thesis, University of Nevada – Reno. Accessed April 11, 2021. http://hdl.handle.net/11714/2512.

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

MLA Handbook (7th Edition):

Barnard, Chase K. “A Study Regarding the Application of the Refraction Microtremor (ReMi) Process in an Underground Mining Environment.” 2015. Web. 11 Apr 2021.

Vancouver:

Barnard CK. A Study Regarding the Application of the Refraction Microtremor (ReMi) Process in an Underground Mining Environment. [Internet] [Thesis]. University of Nevada – Reno; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11714/2512.

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

Council of Science Editors:

Barnard CK. A Study Regarding the Application of the Refraction Microtremor (ReMi) Process in an Underground Mining Environment. [Thesis]. University of Nevada – Reno; 2015. Available from: http://hdl.handle.net/11714/2512

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

12. Aczel, Reka. The Use of Shear Wave Velocity in Shallow Foundation Analysis and Design.

Degree: 2013, University of Nevada – Reno

 ABSTRACT Standard penetration test (SPT) blow count values N (N60 and N1,60) have been relied upon in the development of foundation design for over 100… (more)

Subjects/Keywords: engineering; geotechnical; refraction microtremor; shallow foundation; shear wave velocity

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APA (6th Edition):

Aczel, R. (2013). The Use of Shear Wave Velocity in Shallow Foundation Analysis and Design. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3110

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):

Aczel, Reka. “The Use of Shear Wave Velocity in Shallow Foundation Analysis and Design.” 2013. Thesis, University of Nevada – Reno. Accessed April 11, 2021. http://hdl.handle.net/11714/3110.

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

MLA Handbook (7th Edition):

Aczel, Reka. “The Use of Shear Wave Velocity in Shallow Foundation Analysis and Design.” 2013. Web. 11 Apr 2021.

Vancouver:

Aczel R. The Use of Shear Wave Velocity in Shallow Foundation Analysis and Design. [Internet] [Thesis]. University of Nevada – Reno; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11714/3110.

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

Council of Science Editors:

Aczel R. The Use of Shear Wave Velocity in Shallow Foundation Analysis and Design. [Thesis]. University of Nevada – Reno; 2013. Available from: http://hdl.handle.net/11714/3110

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


Colorado School of Mines

13. Parekh, Minal L. Advancing internal erosion monitoring using seismic methods in field and laboratory studies.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado School of Mines

 This dissertation presents research involving laboratory and field investigation of passive and active methods for monitoring and assessing earthen embankment infrastructure such as dams and… (more)

Subjects/Keywords: dams; monitoring; shear wave velocity; levees; acoustic emissions; pore water pressure

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APA (6th Edition):

Parekh, M. L. (2016). Advancing internal erosion monitoring using seismic methods in field and laboratory studies. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/170615

Chicago Manual of Style (16th Edition):

Parekh, Minal L. “Advancing internal erosion monitoring using seismic methods in field and laboratory studies.” 2016. Doctoral Dissertation, Colorado School of Mines. Accessed April 11, 2021. http://hdl.handle.net/11124/170615.

MLA Handbook (7th Edition):

Parekh, Minal L. “Advancing internal erosion monitoring using seismic methods in field and laboratory studies.” 2016. Web. 11 Apr 2021.

Vancouver:

Parekh ML. Advancing internal erosion monitoring using seismic methods in field and laboratory studies. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11124/170615.

Council of Science Editors:

Parekh ML. Advancing internal erosion monitoring using seismic methods in field and laboratory studies. [Doctoral Dissertation]. Colorado School of Mines; 2016. Available from: http://hdl.handle.net/11124/170615


University of Michigan

14. Hubler, Jonathan. Laboratory and In-Situ Assessment of Liquefaction of Gravelly Soils.

Degree: PhD, Civil Engineering, 2017, University of Michigan

 To date, most research in soil liquefaction has focused on sands, as they have been observed to liquefy in the field and can be readily… (more)

Subjects/Keywords: cyclic simple shear; gravel; shear wave velocity; liquefaction; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Hubler, J. (2017). Laboratory and In-Situ Assessment of Liquefaction of Gravelly Soils. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/138786

Chicago Manual of Style (16th Edition):

Hubler, Jonathan. “Laboratory and In-Situ Assessment of Liquefaction of Gravelly Soils.” 2017. Doctoral Dissertation, University of Michigan. Accessed April 11, 2021. http://hdl.handle.net/2027.42/138786.

MLA Handbook (7th Edition):

Hubler, Jonathan. “Laboratory and In-Situ Assessment of Liquefaction of Gravelly Soils.” 2017. Web. 11 Apr 2021.

Vancouver:

Hubler J. Laboratory and In-Situ Assessment of Liquefaction of Gravelly Soils. [Internet] [Doctoral dissertation]. University of Michigan; 2017. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2027.42/138786.

Council of Science Editors:

Hubler J. Laboratory and In-Situ Assessment of Liquefaction of Gravelly Soils. [Doctoral Dissertation]. University of Michigan; 2017. Available from: http://hdl.handle.net/2027.42/138786


University of Waterloo

15. Irfan, Muhammad. Advancements in bender-element testing - frequency effects.

Degree: 2019, University of Waterloo

 Modern building and bridge codes require seismic design of foundations and structures; for which, the evaluation of the soil’s response to dynamic loads is an… (more)

Subjects/Keywords: bender element testing; resonant column testing; shear modulus; damping ratio; shear wave velocity; soil dynamics

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APA (6th Edition):

Irfan, M. (2019). Advancements in bender-element testing - frequency effects. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15138

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):

Irfan, Muhammad. “Advancements in bender-element testing - frequency effects.” 2019. Thesis, University of Waterloo. Accessed April 11, 2021. http://hdl.handle.net/10012/15138.

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

MLA Handbook (7th Edition):

Irfan, Muhammad. “Advancements in bender-element testing - frequency effects.” 2019. Web. 11 Apr 2021.

Vancouver:

Irfan M. Advancements in bender-element testing - frequency effects. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10012/15138.

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

Council of Science Editors:

Irfan M. Advancements in bender-element testing - frequency effects. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15138

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


University of Western Ontario

16. Jones, Stephen. Liquefaction Susceptibility Analysis of Fraser River Sand in Miniature Cone Penetration Tests and Cyclic Direct Simple Shear Tests.

Degree: 2017, University of Western Ontario

 The cone penetration test (CPT) and, its geophone-equipped form, the seismic cone penetration test (SCPT) are increasingly used site investigation techniques to determine in-situ geotechnical… (more)

Subjects/Keywords: liquefaction; shear wave velocity; calibration chamber; cone penetration test; cyclic direct simple shear; Geotechnical Engineering

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APA (6th Edition):

Jones, S. (2017). Liquefaction Susceptibility Analysis of Fraser River Sand in Miniature Cone Penetration Tests and Cyclic Direct Simple Shear Tests. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4782

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):

Jones, Stephen. “Liquefaction Susceptibility Analysis of Fraser River Sand in Miniature Cone Penetration Tests and Cyclic Direct Simple Shear Tests.” 2017. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/4782.

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

MLA Handbook (7th Edition):

Jones, Stephen. “Liquefaction Susceptibility Analysis of Fraser River Sand in Miniature Cone Penetration Tests and Cyclic Direct Simple Shear Tests.” 2017. Web. 11 Apr 2021.

Vancouver:

Jones S. Liquefaction Susceptibility Analysis of Fraser River Sand in Miniature Cone Penetration Tests and Cyclic Direct Simple Shear Tests. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/4782.

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

Council of Science Editors:

Jones S. Liquefaction Susceptibility Analysis of Fraser River Sand in Miniature Cone Penetration Tests and Cyclic Direct Simple Shear Tests. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/4782

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


University of Kentucky

17. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 11 Apr 2021.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: https://uknowledge.uky.edu/ce_etds/11


Boston College

18. Liu, Siyu. Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area.

Degree: MS, Earth and Environmental Sciences, 2017, Boston College

 As the best seismic indicator of shear modulus, shear-wave velocity is an important property in engineering problems in near-surface site characterization. Several surface-wave methods have… (more)

Subjects/Keywords: MASW; near-surface geophysics; ReMi; shear-wave velocity; site characterization; surface-wave method

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APA (6th Edition):

Liu, S. (2017). Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area. (Masters Thesis). Boston College. Retrieved from http://dlib.bc.edu/islandora/object/bc-ir:107367

Chicago Manual of Style (16th Edition):

Liu, Siyu. “Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area.” 2017. Masters Thesis, Boston College. Accessed April 11, 2021. http://dlib.bc.edu/islandora/object/bc-ir:107367.

MLA Handbook (7th Edition):

Liu, Siyu. “Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area.” 2017. Web. 11 Apr 2021.

Vancouver:

Liu S. Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area. [Internet] [Masters thesis]. Boston College; 2017. [cited 2021 Apr 11]. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107367.

Council of Science Editors:

Liu S. Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area. [Masters Thesis]. Boston College; 2017. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107367


NSYSU

19. Lin, Jing-Hua. Application of Slip Velocity Boundary Condition to Estimate Waves induced Bed Velocity and Bed Shear Stress.

Degree: PhD, Marine Environment and Engineering, 2013, NSYSU

 In the present study, a new and simple method for determining the slip velocity (also called the bed velocity) on the solid-fluid interface in the… (more)

Subjects/Keywords: Slip factor; Bed slip velocity; Wave friction factor; Bed shear stress; Wave boundary layer; Slip length model; Slip velocity boundary condition

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APA (6th Edition):

Lin, J. (2013). Application of Slip Velocity Boundary Condition to Estimate Waves induced Bed Velocity and Bed Shear Stress. (Doctoral Dissertation). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0115113-151817

Chicago Manual of Style (16th Edition):

Lin, Jing-Hua. “Application of Slip Velocity Boundary Condition to Estimate Waves induced Bed Velocity and Bed Shear Stress.” 2013. Doctoral Dissertation, NSYSU. Accessed April 11, 2021. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0115113-151817.

MLA Handbook (7th Edition):

Lin, Jing-Hua. “Application of Slip Velocity Boundary Condition to Estimate Waves induced Bed Velocity and Bed Shear Stress.” 2013. Web. 11 Apr 2021.

Vancouver:

Lin J. Application of Slip Velocity Boundary Condition to Estimate Waves induced Bed Velocity and Bed Shear Stress. [Internet] [Doctoral dissertation]. NSYSU; 2013. [cited 2021 Apr 11]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0115113-151817.

Council of Science Editors:

Lin J. Application of Slip Velocity Boundary Condition to Estimate Waves induced Bed Velocity and Bed Shear Stress. [Doctoral Dissertation]. NSYSU; 2013. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0115113-151817


Wright State University

20. Gonsiewski, James P. Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis.

Degree: MS, Earth and Environmental Sciences, 2015, Wright State University

 An experiment was conducted to constrain the HVSR (Horizontal to Vertical Spectral Ratio) or H/V spectral ratio method at a glaciated site in northeast Ohio.… (more)

Subjects/Keywords: Geophysics; Geophysical; MASW; shear wave refraction; HVSR; bedrock mapping; fundamental resonance; shear wave velocity; geophysics; seismology

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APA (6th Edition):

Gonsiewski, J. P. (2015). Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis. (Masters Thesis). Wright State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=wright1453247272

Chicago Manual of Style (16th Edition):

Gonsiewski, James P. “Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis.” 2015. Masters Thesis, Wright State University. Accessed April 11, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=wright1453247272.

MLA Handbook (7th Edition):

Gonsiewski, James P. “Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis.” 2015. Web. 11 Apr 2021.

Vancouver:

Gonsiewski JP. Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis. [Internet] [Masters thesis]. Wright State University; 2015. [cited 2021 Apr 11]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=wright1453247272.

Council of Science Editors:

Gonsiewski JP. Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis. [Masters Thesis]. Wright State University; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=wright1453247272


University of Wollongong

21. Ribeiro Heitor, Ana Paula. Assessment of post-compaction characteristics of an unsaturated silty sand.

Degree: PhD, 2013, University of Wollongong

  Conventional field compaction control methods including nuclear gauge, sand cone and rubber balloon, are effective at the time of placement. However, their measurements are… (more)

Subjects/Keywords: unsaturated compacted soil; shear wave velocity and small strain shear stiffness; constant water content direct shear tests

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APA (6th Edition):

Ribeiro Heitor, A. P. (2013). Assessment of post-compaction characteristics of an unsaturated silty sand. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732

Chicago Manual of Style (16th Edition):

Ribeiro Heitor, Ana Paula. “Assessment of post-compaction characteristics of an unsaturated silty sand.” 2013. Doctoral Dissertation, University of Wollongong. Accessed April 11, 2021. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732.

MLA Handbook (7th Edition):

Ribeiro Heitor, Ana Paula. “Assessment of post-compaction characteristics of an unsaturated silty sand.” 2013. Web. 11 Apr 2021.

Vancouver:

Ribeiro Heitor AP. Assessment of post-compaction characteristics of an unsaturated silty sand. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2021 Apr 11]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732.

Council of Science Editors:

Ribeiro Heitor AP. Assessment of post-compaction characteristics of an unsaturated silty sand. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732


University of Arkansas

22. Deschenes, Michael Ryan. Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand.

Degree: MSCE, 2017, University of Arkansas

  Deep (typically >1000 m) shear wave velocity profiles were developed across the Canterbury basin at nine strong motion stations using a combination of active… (more)

Subjects/Keywords: Earthquake Engineering; Geophysics; Geotechnical Engineering; Shear Wave Velocity Profiling; Surface Waves; Geotechnical Engineering

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APA (6th Edition):

Deschenes, M. R. (2017). Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2466

Chicago Manual of Style (16th Edition):

Deschenes, Michael Ryan. “Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand.” 2017. Masters Thesis, University of Arkansas. Accessed April 11, 2021. https://scholarworks.uark.edu/etd/2466.

MLA Handbook (7th Edition):

Deschenes, Michael Ryan. “Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand.” 2017. Web. 11 Apr 2021.

Vancouver:

Deschenes MR. Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2021 Apr 11]. Available from: https://scholarworks.uark.edu/etd/2466.

Council of Science Editors:

Deschenes MR. Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/2466


University of Utah

23. Huang, Simin. Characterization of shallow shear wave velocity structures in Southwestern Utah.

Degree: MS, Geology & Geophysics, 2011, University of Utah

 Key to understanding local site conditions is the shallow shear-wave velocity structure. In the southwest corner of Utah near the rapidly growing urban areas of… (more)

Subjects/Keywords: Microtremor; Seismic; Shallow shear wave velocity; Southwestern Utah; St. George; Cedar City; Earthquakes; Seismometers

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APA (6th Edition):

Huang, S. (2011). Characterization of shallow shear wave velocity structures in Southwestern Utah. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/68/rec/433

Chicago Manual of Style (16th Edition):

Huang, Simin. “Characterization of shallow shear wave velocity structures in Southwestern Utah.” 2011. Masters Thesis, University of Utah. Accessed April 11, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/68/rec/433.

MLA Handbook (7th Edition):

Huang, Simin. “Characterization of shallow shear wave velocity structures in Southwestern Utah.” 2011. Web. 11 Apr 2021.

Vancouver:

Huang S. Characterization of shallow shear wave velocity structures in Southwestern Utah. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2021 Apr 11]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/68/rec/433.

Council of Science Editors:

Huang S. Characterization of shallow shear wave velocity structures in Southwestern Utah. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/68/rec/433


UCLA

24. Ahdi, Sean Kamran. An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions.

Degree: Civil Engineering, 2018, UCLA

 The most commonly used parameter for representing site conditions for ground motion studies is the time-averaged shear-wave velocity in the upper 30 m, or VS30.… (more)

Subjects/Keywords: Civil engineering; database; engineering seismology; ground motion; shear-wave velocity; site characterization; VS30

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APA (6th Edition):

Ahdi, S. K. (2018). An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/6p35w167

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):

Ahdi, Sean Kamran. “An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions.” 2018. Thesis, UCLA. Accessed April 11, 2021. http://www.escholarship.org/uc/item/6p35w167.

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

MLA Handbook (7th Edition):

Ahdi, Sean Kamran. “An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions.” 2018. Web. 11 Apr 2021.

Vancouver:

Ahdi SK. An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions. [Internet] [Thesis]. UCLA; 2018. [cited 2021 Apr 11]. Available from: http://www.escholarship.org/uc/item/6p35w167.

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

Council of Science Editors:

Ahdi SK. An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions. [Thesis]. UCLA; 2018. Available from: http://www.escholarship.org/uc/item/6p35w167

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


University of Western Ontario

25. Ganguly, Ronit. Miniature Cone Penetration Tests with Shear Wave Velocity and Electrical Resistivity Measurements in Characterization of Silica Sand.

Degree: 2019, University of Western Ontario

 Geotechnical engineering design and analysis require sound identification and characterization of in-situ soil. To characterize is to gather information about the engineering properties of a… (more)

Subjects/Keywords: Calibration Chamber; Miniature Cone Penetration Test; Shear Wave Velocity; Electrical Resistivity; Geotechnical Engineering

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APA (6th Edition):

Ganguly, R. (2019). Miniature Cone Penetration Tests with Shear Wave Velocity and Electrical Resistivity Measurements in Characterization of Silica Sand. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/6751

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):

Ganguly, Ronit. “Miniature Cone Penetration Tests with Shear Wave Velocity and Electrical Resistivity Measurements in Characterization of Silica Sand.” 2019. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/6751.

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

MLA Handbook (7th Edition):

Ganguly, Ronit. “Miniature Cone Penetration Tests with Shear Wave Velocity and Electrical Resistivity Measurements in Characterization of Silica Sand.” 2019. Web. 11 Apr 2021.

Vancouver:

Ganguly R. Miniature Cone Penetration Tests with Shear Wave Velocity and Electrical Resistivity Measurements in Characterization of Silica Sand. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/6751.

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

Council of Science Editors:

Ganguly R. Miniature Cone Penetration Tests with Shear Wave Velocity and Electrical Resistivity Measurements in Characterization of Silica Sand. [Thesis]. University of Western Ontario; 2019. Available from: https://ir.lib.uwo.ca/etd/6751

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


Université de Grenoble

26. Mainsant, Guenolé. Variation de la vitesse des ondes de cisaillement lors de la transition solide-liquide au sein des argiles. Application aux glissements de terrain : Variation of shear wave velocity in the fluid-solid transition of clay. Clay landslides application.

Degree: Docteur es, Sciences de l'univers, 2013, Université de Grenoble

Les glissements de terrain argileux affectent de nombreux versants à travers le monde et menacent régulièrement les activités humaines dans les zones urbanisées montagneuses. Ces… (more)

Subjects/Keywords: Vitesse des ondes S; Rhéologie argile; Glissement de terrain; Shear wave velocity; Clay rheology; Landslide

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APA (6th Edition):

Mainsant, G. (2013). Variation de la vitesse des ondes de cisaillement lors de la transition solide-liquide au sein des argiles. Application aux glissements de terrain : Variation of shear wave velocity in the fluid-solid transition of clay. Clay landslides application. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2013GRENU005

Chicago Manual of Style (16th Edition):

Mainsant, Guenolé. “Variation de la vitesse des ondes de cisaillement lors de la transition solide-liquide au sein des argiles. Application aux glissements de terrain : Variation of shear wave velocity in the fluid-solid transition of clay. Clay landslides application.” 2013. Doctoral Dissertation, Université de Grenoble. Accessed April 11, 2021. http://www.theses.fr/2013GRENU005.

MLA Handbook (7th Edition):

Mainsant, Guenolé. “Variation de la vitesse des ondes de cisaillement lors de la transition solide-liquide au sein des argiles. Application aux glissements de terrain : Variation of shear wave velocity in the fluid-solid transition of clay. Clay landslides application.” 2013. Web. 11 Apr 2021.

Vancouver:

Mainsant G. Variation de la vitesse des ondes de cisaillement lors de la transition solide-liquide au sein des argiles. Application aux glissements de terrain : Variation of shear wave velocity in the fluid-solid transition of clay. Clay landslides application. [Internet] [Doctoral dissertation]. Université de Grenoble; 2013. [cited 2021 Apr 11]. Available from: http://www.theses.fr/2013GRENU005.

Council of Science Editors:

Mainsant G. Variation de la vitesse des ondes de cisaillement lors de la transition solide-liquide au sein des argiles. Application aux glissements de terrain : Variation of shear wave velocity in the fluid-solid transition of clay. Clay landslides application. [Doctoral Dissertation]. Université de Grenoble; 2013. Available from: http://www.theses.fr/2013GRENU005

27. Farrugia, Joseph J. The First Earthquake Site Assessments in Alberta, Canada.

Degree: 2017, University of Western Ontario

 A thorough characterization of the site conditions at Alberta seismic stations is a vital component in assessing seismic hazard in the province. This thesis provides… (more)

Subjects/Keywords: Site amplification; shear-wave velocity; earthquake; microtremor; Alberta; HVSR; Geophysics and Seismology

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APA (6th Edition):

Farrugia, J. J. (2017). The First Earthquake Site Assessments in Alberta, Canada. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4935

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):

Farrugia, Joseph J. “The First Earthquake Site Assessments in Alberta, Canada.” 2017. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/4935.

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

MLA Handbook (7th Edition):

Farrugia, Joseph J. “The First Earthquake Site Assessments in Alberta, Canada.” 2017. Web. 11 Apr 2021.

Vancouver:

Farrugia JJ. The First Earthquake Site Assessments in Alberta, Canada. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/4935.

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

Council of Science Editors:

Farrugia JJ. The First Earthquake Site Assessments in Alberta, Canada. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/4935

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


Arizona State University

28. Evans, Ashley Elizabeth. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.

Degree: Civil, Environmental and Sustainable Engineering, 2018, Arizona State University

 Laterally-loaded short rigid drilled shaft foundations are the primary foundation used within the electric power transmission line industry. Performance of these laterally loaded foundations is… (more)

Subjects/Keywords: Civil engineering; degradation factor; pressuremeter modulus; shear wave velocity; unsaturated soil mechanics

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APA (6th Edition):

Evans, A. E. (2018). Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/50498

Chicago Manual of Style (16th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Doctoral Dissertation, Arizona State University. Accessed April 11, 2021. http://repository.asu.edu/items/50498.

MLA Handbook (7th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Web. 11 Apr 2021.

Vancouver:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Internet] [Doctoral dissertation]. Arizona State University; 2018. [cited 2021 Apr 11]. Available from: http://repository.asu.edu/items/50498.

Council of Science Editors:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Doctoral Dissertation]. Arizona State University; 2018. Available from: http://repository.asu.edu/items/50498


University of Texas – Austin

29. Pehlivan, Menzer. Incorporating site response analysis and associated uncertainties into the seismic hazard assessment of nuclear facilities.

Degree: PhD, Civil Engineering, 2013, University of Texas – Austin

 The development of a site-specific seismic hazard curve for a soil site requires the incorporation of site effects into the hazard calculation through the use… (more)

Subjects/Keywords: 1D and 2D site response analyses; PSHA; 2D shear wave velocity field; Soil hazard curves

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

APA (6th Edition):

Pehlivan, M. (2013). Incorporating site response analysis and associated uncertainties into the seismic hazard assessment of nuclear facilities. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/21705

Chicago Manual of Style (16th Edition):

Pehlivan, Menzer. “Incorporating site response analysis and associated uncertainties into the seismic hazard assessment of nuclear facilities.” 2013. Doctoral Dissertation, University of Texas – Austin. Accessed April 11, 2021. http://hdl.handle.net/2152/21705.

MLA Handbook (7th Edition):

Pehlivan, Menzer. “Incorporating site response analysis and associated uncertainties into the seismic hazard assessment of nuclear facilities.” 2013. Web. 11 Apr 2021.

Vancouver:

Pehlivan M. Incorporating site response analysis and associated uncertainties into the seismic hazard assessment of nuclear facilities. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2152/21705.

Council of Science Editors:

Pehlivan M. Incorporating site response analysis and associated uncertainties into the seismic hazard assessment of nuclear facilities. [Doctoral Dissertation]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/21705


University of Texas – Austin

30. Wang, Yang, M.S. in Geological Sciences. Shear velocity structure and mineralogy of the transition zone beneath the East Pacific Rise.

Degree: MSin Geological Sciences, Geological Sciences, 2013, University of Texas – Austin

 Models of seismic velocity as a function of depth through the upper mantle provide some of the strongest constraints on the mineralogy and composition of… (more)

Subjects/Keywords: East Pacific Rise; West (U.S.); Shear wave velocity; Inversion; Transition zone; Pyrolite

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

APA (6th Edition):

Wang, Yang, M. S. i. G. S. (2013). Shear velocity structure and mineralogy of the transition zone beneath the East Pacific Rise. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/46116

Chicago Manual of Style (16th Edition):

Wang, Yang, M S in Geological Sciences. “Shear velocity structure and mineralogy of the transition zone beneath the East Pacific Rise.” 2013. Masters Thesis, University of Texas – Austin. Accessed April 11, 2021. http://hdl.handle.net/2152/46116.

MLA Handbook (7th Edition):

Wang, Yang, M S in Geological Sciences. “Shear velocity structure and mineralogy of the transition zone beneath the East Pacific Rise.” 2013. Web. 11 Apr 2021.

Vancouver:

Wang, Yang MSiGS. Shear velocity structure and mineralogy of the transition zone beneath the East Pacific Rise. [Internet] [Masters thesis]. University of Texas – Austin; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2152/46116.

Council of Science Editors:

Wang, Yang MSiGS. Shear velocity structure and mineralogy of the transition zone beneath the East Pacific Rise. [Masters Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/46116

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