Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Pore pressure). Showing records 1 – 30 of 173 total matches.

[1] [2] [3] [4] [5] [6]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


University of Saskatchewan

1. Dourado, Charles N 1988-. Characterizing Aquitard Properties from the response of Grouted Vibrating Wire Piezometers to Surface Loading.

Degree: 2018, University of Saskatchewan

 Barometric Response Functions (BRF) are used to characterize the observed pore pressure response within grouted-in vibrating wire piezometers to changes in surface barometric pressure. The… (more)

Subjects/Keywords: barometric response function; pore pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dourado, C. N. 1. (2018). Characterizing Aquitard Properties from the response of Grouted Vibrating Wire Piezometers to Surface Loading. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11223

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):

Dourado, Charles N 1988-. “Characterizing Aquitard Properties from the response of Grouted Vibrating Wire Piezometers to Surface Loading.” 2018. Thesis, University of Saskatchewan. Accessed September 25, 2020. http://hdl.handle.net/10388/11223.

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

MLA Handbook (7th Edition):

Dourado, Charles N 1988-. “Characterizing Aquitard Properties from the response of Grouted Vibrating Wire Piezometers to Surface Loading.” 2018. Web. 25 Sep 2020.

Vancouver:

Dourado CN1. Characterizing Aquitard Properties from the response of Grouted Vibrating Wire Piezometers to Surface Loading. [Internet] [Thesis]. University of Saskatchewan; 2018. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10388/11223.

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

Council of Science Editors:

Dourado CN1. Characterizing Aquitard Properties from the response of Grouted Vibrating Wire Piezometers to Surface Loading. [Thesis]. University of Saskatchewan; 2018. Available from: http://hdl.handle.net/10388/11223

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


Boston College

2. Soeller, Christopher Philip. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.

Degree: MS, Earth and Environmental Sciences, 2016, Boston College

 The stability of open-pit mine walls and other geotechnical infrastructure is a function of geometry, material properties and groundwater conditions (pore pressure distribution). A portion… (more)

Subjects/Keywords: geotechnical; hydrogeology; mining; pore pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Soeller, C. P. (2016). Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. (Masters Thesis). Boston College. Retrieved from http://dlib.bc.edu/islandora/object/bc-ir:107281

Chicago Manual of Style (16th Edition):

Soeller, Christopher Philip. “Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.” 2016. Masters Thesis, Boston College. Accessed September 25, 2020. http://dlib.bc.edu/islandora/object/bc-ir:107281.

MLA Handbook (7th Edition):

Soeller, Christopher Philip. “Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.” 2016. Web. 25 Sep 2020.

Vancouver:

Soeller CP. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. [Internet] [Masters thesis]. Boston College; 2016. [cited 2020 Sep 25]. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107281.

Council of Science Editors:

Soeller CP. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. [Masters Thesis]. Boston College; 2016. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107281


Texas A&M University

3. Rivas Cardona, Juan 1980-. Fundamental Investigation of Pore Pressure Prediction During Drilling from the Mechanical Behavior of Rock.

Degree: PhD, Mechanical Engineering, 2011, Texas A&M University

 An investigation was conducted as a preliminary effort to develop a methodology to predict pore pressure in a rock formation during drilling, for all types… (more)

Subjects/Keywords: mechanical specific energy; pore pressure prediction; poroelasticity; rock mechanics; pore pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rivas Cardona, J. 1. (2011). Fundamental Investigation of Pore Pressure Prediction During Drilling from the Mechanical Behavior of Rock. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/150947

Chicago Manual of Style (16th Edition):

Rivas Cardona, Juan 1980-. “Fundamental Investigation of Pore Pressure Prediction During Drilling from the Mechanical Behavior of Rock.” 2011. Doctoral Dissertation, Texas A&M University. Accessed September 25, 2020. http://hdl.handle.net/1969.1/150947.

MLA Handbook (7th Edition):

Rivas Cardona, Juan 1980-. “Fundamental Investigation of Pore Pressure Prediction During Drilling from the Mechanical Behavior of Rock.” 2011. Web. 25 Sep 2020.

Vancouver:

Rivas Cardona J1. Fundamental Investigation of Pore Pressure Prediction During Drilling from the Mechanical Behavior of Rock. [Internet] [Doctoral dissertation]. Texas A&M University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1969.1/150947.

Council of Science Editors:

Rivas Cardona J1. Fundamental Investigation of Pore Pressure Prediction During Drilling from the Mechanical Behavior of Rock. [Doctoral Dissertation]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/150947


Michigan Technological University

4. Kurt, Ummu Gulsum. Comparison of Overpressure-Detection Techniques and a Determination of Overpressure Causes in Taranaki Basin, New Zealand.

Degree: MS, Department of Geological and Mining Engineering and Sciences, 2016, Michigan Technological University

  Overpressure, the condition in which pore pressure in a geologic formation is greater than the hydrostatic pressure, is an important drilling hazard, and can… (more)

Subjects/Keywords: Overpressure; Pore Pressure Prediction; Other Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kurt, U. G. (2016). Comparison of Overpressure-Detection Techniques and a Determination of Overpressure Causes in Taranaki Basin, New Zealand. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etdr/93

Chicago Manual of Style (16th Edition):

Kurt, Ummu Gulsum. “Comparison of Overpressure-Detection Techniques and a Determination of Overpressure Causes in Taranaki Basin, New Zealand.” 2016. Masters Thesis, Michigan Technological University. Accessed September 25, 2020. http://digitalcommons.mtu.edu/etdr/93.

MLA Handbook (7th Edition):

Kurt, Ummu Gulsum. “Comparison of Overpressure-Detection Techniques and a Determination of Overpressure Causes in Taranaki Basin, New Zealand.” 2016. Web. 25 Sep 2020.

Vancouver:

Kurt UG. Comparison of Overpressure-Detection Techniques and a Determination of Overpressure Causes in Taranaki Basin, New Zealand. [Internet] [Masters thesis]. Michigan Technological University; 2016. [cited 2020 Sep 25]. Available from: http://digitalcommons.mtu.edu/etdr/93.

Council of Science Editors:

Kurt UG. Comparison of Overpressure-Detection Techniques and a Determination of Overpressure Causes in Taranaki Basin, New Zealand. [Masters Thesis]. Michigan Technological University; 2016. Available from: http://digitalcommons.mtu.edu/etdr/93


NSYSU

5. Chen, Jia-long. The study of the relationship between moved sediment and pore pressure.

Degree: Master, Marine Environment and Engineering, 2008, NSYSU

 The moved sand caused by the wave is one of the important issue in coastal engineering. Moved sand of the coastal refers that wave and… (more)

Subjects/Keywords: pore pressure; slope; movable-bed model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, J. (2008). The study of the relationship between moved sediment and pore pressure. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0731108-061804

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):

Chen, Jia-long. “The study of the relationship between moved sediment and pore pressure.” 2008. Thesis, NSYSU. Accessed September 25, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0731108-061804.

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

MLA Handbook (7th Edition):

Chen, Jia-long. “The study of the relationship between moved sediment and pore pressure.” 2008. Web. 25 Sep 2020.

Vancouver:

Chen J. The study of the relationship between moved sediment and pore pressure. [Internet] [Thesis]. NSYSU; 2008. [cited 2020 Sep 25]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0731108-061804.

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

Council of Science Editors:

Chen J. The study of the relationship between moved sediment and pore pressure. [Thesis]. NSYSU; 2008. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0731108-061804

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


University of Texas – Austin

6. Hachem, Hussein A. Modeling of pore pressure propagation and dissipation in compressible porous media.

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

 This research is a study of the different phenomena associated with the propagation of pore water pressure in high plasticity clays. Specifically, it addresses the… (more)

Subjects/Keywords: Pore pressure diffusion; Porous media; Consolidation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hachem, H. A. (2017). Modeling of pore pressure propagation and dissipation in compressible porous media. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/61579

Chicago Manual of Style (16th Edition):

Hachem, Hussein A. “Modeling of pore pressure propagation and dissipation in compressible porous media.” 2017. Masters Thesis, University of Texas – Austin. Accessed September 25, 2020. http://hdl.handle.net/2152/61579.

MLA Handbook (7th Edition):

Hachem, Hussein A. “Modeling of pore pressure propagation and dissipation in compressible porous media.” 2017. Web. 25 Sep 2020.

Vancouver:

Hachem HA. Modeling of pore pressure propagation and dissipation in compressible porous media. [Internet] [Masters thesis]. University of Texas – Austin; 2017. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2152/61579.

Council of Science Editors:

Hachem HA. Modeling of pore pressure propagation and dissipation in compressible porous media. [Masters Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/61579


Virginia Tech

7. Yu-Shan Chevez, Abril Victoria. Response of Flooded Asphalt Pavement using PANDA.

Degree: MS, Civil Engineering, 2020, Virginia Tech

 Moisture damage is one of the major causes of deterioration of pavements. An example is the damage caused by flooding. While the effects of pore(more)

Subjects/Keywords: Asphalt pavement; finite element modeling; pore pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yu-Shan Chevez, A. V. (2020). Response of Flooded Asphalt Pavement using PANDA. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/96521

Chicago Manual of Style (16th Edition):

Yu-Shan Chevez, Abril Victoria. “Response of Flooded Asphalt Pavement using PANDA.” 2020. Masters Thesis, Virginia Tech. Accessed September 25, 2020. http://hdl.handle.net/10919/96521.

MLA Handbook (7th Edition):

Yu-Shan Chevez, Abril Victoria. “Response of Flooded Asphalt Pavement using PANDA.” 2020. Web. 25 Sep 2020.

Vancouver:

Yu-Shan Chevez AV. Response of Flooded Asphalt Pavement using PANDA. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10919/96521.

Council of Science Editors:

Yu-Shan Chevez AV. Response of Flooded Asphalt Pavement using PANDA. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/96521


Delft University of Technology

8. Mingou, P. (author). Wave kinematics inside homogeneous submerged rubble-mound breakwater.

Degree: 2011, Delft University of Technology

Breakwaters are important for the preservation and development of coastal areas. Submerged breakwaters have significant advantages compared to emerged, such as economical construction and preservation,… (more)

Subjects/Keywords: rubble mound; breakwater; pore velocity; pressure gradient

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mingou, P. (. (2011). Wave kinematics inside homogeneous submerged rubble-mound breakwater. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884

Chicago Manual of Style (16th Edition):

Mingou, P (author). “Wave kinematics inside homogeneous submerged rubble-mound breakwater.” 2011. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884.

MLA Handbook (7th Edition):

Mingou, P (author). “Wave kinematics inside homogeneous submerged rubble-mound breakwater.” 2011. Web. 25 Sep 2020.

Vancouver:

Mingou P(. Wave kinematics inside homogeneous submerged rubble-mound breakwater. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884.

Council of Science Editors:

Mingou P(. Wave kinematics inside homogeneous submerged rubble-mound breakwater. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884


University of the Western Cape

9. Uchechukwu, Ekwo Ernest. Pore pressure prediction: a case study of sandstone reservoirs, Bredasdorp basin, South Africa .

Degree: 2014, University of the Western Cape

 The Bredasdorp basin is situated off the south coast of the Republic of South Africa, southeast of Cape Town and west-south-west of Port Elizabeth. It… (more)

Subjects/Keywords: Pore pressure prediction; Sandstone reservoirs; Bredasdorp

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Uchechukwu, E. E. (2014). Pore pressure prediction: a case study of sandstone reservoirs, Bredasdorp basin, South Africa . (Thesis). University of the Western Cape. Retrieved from http://hdl.handle.net/11394/4228

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):

Uchechukwu, Ekwo Ernest. “Pore pressure prediction: a case study of sandstone reservoirs, Bredasdorp basin, South Africa .” 2014. Thesis, University of the Western Cape. Accessed September 25, 2020. http://hdl.handle.net/11394/4228.

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

MLA Handbook (7th Edition):

Uchechukwu, Ekwo Ernest. “Pore pressure prediction: a case study of sandstone reservoirs, Bredasdorp basin, South Africa .” 2014. Web. 25 Sep 2020.

Vancouver:

Uchechukwu EE. Pore pressure prediction: a case study of sandstone reservoirs, Bredasdorp basin, South Africa . [Internet] [Thesis]. University of the Western Cape; 2014. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11394/4228.

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

Council of Science Editors:

Uchechukwu EE. Pore pressure prediction: a case study of sandstone reservoirs, Bredasdorp basin, South Africa . [Thesis]. University of the Western Cape; 2014. Available from: http://hdl.handle.net/11394/4228

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


Colorado School of Mines

10. Rixon, A. Real time triaxial resistivity and pore pressure penetration measurements for monitoring saturation and electrical property alterations under stress.

Degree: MS(M.S.), Petroleum Engineering, 2016, Colorado School of Mines

 The use of Archie's equation relating water saturation in clean sandstone formations to the electrical resistivity of the formations and the fluid properties has been… (more)

Subjects/Keywords: Osmosis; Pore pressure penetration; Resistivity; Triaxial

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rixon, A. (2016). Real time triaxial resistivity and pore pressure penetration measurements for monitoring saturation and electrical property alterations under stress. (Masters Thesis). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/170257

Chicago Manual of Style (16th Edition):

Rixon, A. “Real time triaxial resistivity and pore pressure penetration measurements for monitoring saturation and electrical property alterations under stress.” 2016. Masters Thesis, Colorado School of Mines. Accessed September 25, 2020. http://hdl.handle.net/11124/170257.

MLA Handbook (7th Edition):

Rixon, A. “Real time triaxial resistivity and pore pressure penetration measurements for monitoring saturation and electrical property alterations under stress.” 2016. Web. 25 Sep 2020.

Vancouver:

Rixon A. Real time triaxial resistivity and pore pressure penetration measurements for monitoring saturation and electrical property alterations under stress. [Internet] [Masters thesis]. Colorado School of Mines; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11124/170257.

Council of Science Editors:

Rixon A. Real time triaxial resistivity and pore pressure penetration measurements for monitoring saturation and electrical property alterations under stress. [Masters Thesis]. Colorado School of Mines; 2016. Available from: http://hdl.handle.net/11124/170257


Virginia Tech

11. Zhang, Kaiyi. CO2 Minimum Miscibility Pressure and Recovery Mechanisms in Heterogeneous Low Permeability Reservoirs.

Degree: MS, Mining Engineering, 2019, Virginia Tech

 The new technologies to recover unconventional resources in oil and gas industry, such as fracturing and horizontal drilling, boosted the production of shale gas and… (more)

Subjects/Keywords: Pore Confinement Effect; Gas-oil Capillary Pressure; CO2 Injection; Minimum Miscibility Pressure; Shale Nano-pore; Pore Size Heterogeneity; Molecular Diffusion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhang, K. (2019). CO2 Minimum Miscibility Pressure and Recovery Mechanisms in Heterogeneous Low Permeability Reservoirs. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/93728

Chicago Manual of Style (16th Edition):

Zhang, Kaiyi. “CO2 Minimum Miscibility Pressure and Recovery Mechanisms in Heterogeneous Low Permeability Reservoirs.” 2019. Masters Thesis, Virginia Tech. Accessed September 25, 2020. http://hdl.handle.net/10919/93728.

MLA Handbook (7th Edition):

Zhang, Kaiyi. “CO2 Minimum Miscibility Pressure and Recovery Mechanisms in Heterogeneous Low Permeability Reservoirs.” 2019. Web. 25 Sep 2020.

Vancouver:

Zhang K. CO2 Minimum Miscibility Pressure and Recovery Mechanisms in Heterogeneous Low Permeability Reservoirs. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10919/93728.

Council of Science Editors:

Zhang K. CO2 Minimum Miscibility Pressure and Recovery Mechanisms in Heterogeneous Low Permeability Reservoirs. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/93728


Texas A&M University

12. Al Abdulaal, Haider A. Constraining Pore Pressure Prediction Using Seismic Inversion.

Degree: MS, Geophysics, 2016, Texas A&M University

 This paper addresses utilizing borehole acoustic logs to predict pore pressure at the borehole and employing seismic inversion to extrapolate these predictions. We implemented common… (more)

Subjects/Keywords: seismic; inversion; pore pressure; Gulf of Mexico; pressure predicition

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al Abdulaal, H. A. (2016). Constraining Pore Pressure Prediction Using Seismic Inversion. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156812

Chicago Manual of Style (16th Edition):

Al Abdulaal, Haider A. “Constraining Pore Pressure Prediction Using Seismic Inversion.” 2016. Masters Thesis, Texas A&M University. Accessed September 25, 2020. http://hdl.handle.net/1969.1/156812.

MLA Handbook (7th Edition):

Al Abdulaal, Haider A. “Constraining Pore Pressure Prediction Using Seismic Inversion.” 2016. Web. 25 Sep 2020.

Vancouver:

Al Abdulaal HA. Constraining Pore Pressure Prediction Using Seismic Inversion. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1969.1/156812.

Council of Science Editors:

Al Abdulaal HA. Constraining Pore Pressure Prediction Using Seismic Inversion. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/156812


Delft University of Technology

13. Prabhakaran, R. (author). Pore Pressure Effects on Net Fracture Pressure and Hydraulic Fracture Containment.

Degree: 2016, Delft University of Technology

 In hydraulic fracture modelling, fracture geometry along with the net pressure distribution in the fracture are the parameters the values of which are sought to… (more)

Subjects/Keywords: fracture containment; hydraulic fracturing; simulation, net pressure; pore pressure; effective stress

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Prabhakaran, R. (. (2016). Pore Pressure Effects on Net Fracture Pressure and Hydraulic Fracture Containment. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f51c7481-c455-4c44-b1a4-ec61d06ed735

Chicago Manual of Style (16th Edition):

Prabhakaran, R (author). “Pore Pressure Effects on Net Fracture Pressure and Hydraulic Fracture Containment.” 2016. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:f51c7481-c455-4c44-b1a4-ec61d06ed735.

MLA Handbook (7th Edition):

Prabhakaran, R (author). “Pore Pressure Effects on Net Fracture Pressure and Hydraulic Fracture Containment.” 2016. Web. 25 Sep 2020.

Vancouver:

Prabhakaran R(. Pore Pressure Effects on Net Fracture Pressure and Hydraulic Fracture Containment. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:f51c7481-c455-4c44-b1a4-ec61d06ed735.

Council of Science Editors:

Prabhakaran R(. Pore Pressure Effects on Net Fracture Pressure and Hydraulic Fracture Containment. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:f51c7481-c455-4c44-b1a4-ec61d06ed735


University of Illinois – Chicago

14. Kulkarni, Hanumanth S. Optimization of Leachate Recirculation Systems in Bioreactor Landfills.

Degree: 2012, University of Illinois – Chicago

 Municipal solid waste (MSW) management is one of the important issues that the United States of America (USA) and the other parts of the world… (more)

Subjects/Keywords: Bioreactor landfills; moisture distribution; two-phase flow; pore water pressure; pore gas pressure; reliability analysis; leachate recirculation systems

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kulkarni, H. S. (2012). Optimization of Leachate Recirculation Systems in Bioreactor Landfills. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9134

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):

Kulkarni, Hanumanth S. “Optimization of Leachate Recirculation Systems in Bioreactor Landfills.” 2012. Thesis, University of Illinois – Chicago. Accessed September 25, 2020. http://hdl.handle.net/10027/9134.

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

MLA Handbook (7th Edition):

Kulkarni, Hanumanth S. “Optimization of Leachate Recirculation Systems in Bioreactor Landfills.” 2012. Web. 25 Sep 2020.

Vancouver:

Kulkarni HS. Optimization of Leachate Recirculation Systems in Bioreactor Landfills. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10027/9134.

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

Council of Science Editors:

Kulkarni HS. Optimization of Leachate Recirculation Systems in Bioreactor Landfills. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9134

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


KTH

15. Holm, Daniélle. Influence of strain rate in CRS tests : A laboratory study of three Swedish clays.

Degree: Soil and Rock Mechanics, 2016, KTH

  The Constant Rate of Strain (CRS) test is currently the most widely used method for determination of consolidation parameters in Sweden. These parameters are… (more)

Subjects/Keywords: Constant rate of strain; Pore pressure ratio; Strain rate; Preconsolidation pressure; Water content

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Holm, D. (2016). Influence of strain rate in CRS tests : A laboratory study of three Swedish clays. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212

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):

Holm, Daniélle. “Influence of strain rate in CRS tests : A laboratory study of three Swedish clays.” 2016. Thesis, KTH. Accessed September 25, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212.

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

MLA Handbook (7th Edition):

Holm, Daniélle. “Influence of strain rate in CRS tests : A laboratory study of three Swedish clays.” 2016. Web. 25 Sep 2020.

Vancouver:

Holm D. Influence of strain rate in CRS tests : A laboratory study of three Swedish clays. [Internet] [Thesis]. KTH; 2016. [cited 2020 Sep 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212.

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

Council of Science Editors:

Holm D. Influence of strain rate in CRS tests : A laboratory study of three Swedish clays. [Thesis]. KTH; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192212

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


University of Saskatchewan

16. Baharvand Ahmadi, Amin 1981-. ANALYSIS OF TIME-LAPSE 3-D VSP DATA FOR SEISMIC MONITORING OF CO2 FLOOD IN WEYBURN FIELD, SASKATCHEWAN.

Degree: 2016, University of Saskatchewan

 This study explores the potential of VSP data in reservoir studies and particularly in separating the effects of CO2 pore pressure and saturation after fluid… (more)

Subjects/Keywords: 3D VSP; TIME LAPSE; AVO; PORE PRESSURE; SATURATION

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Baharvand Ahmadi, A. 1. (2016). ANALYSIS OF TIME-LAPSE 3-D VSP DATA FOR SEISMIC MONITORING OF CO2 FLOOD IN WEYBURN FIELD, SASKATCHEWAN. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/7729

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):

Baharvand Ahmadi, Amin 1981-. “ANALYSIS OF TIME-LAPSE 3-D VSP DATA FOR SEISMIC MONITORING OF CO2 FLOOD IN WEYBURN FIELD, SASKATCHEWAN.” 2016. Thesis, University of Saskatchewan. Accessed September 25, 2020. http://hdl.handle.net/10388/7729.

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

MLA Handbook (7th Edition):

Baharvand Ahmadi, Amin 1981-. “ANALYSIS OF TIME-LAPSE 3-D VSP DATA FOR SEISMIC MONITORING OF CO2 FLOOD IN WEYBURN FIELD, SASKATCHEWAN.” 2016. Web. 25 Sep 2020.

Vancouver:

Baharvand Ahmadi A1. ANALYSIS OF TIME-LAPSE 3-D VSP DATA FOR SEISMIC MONITORING OF CO2 FLOOD IN WEYBURN FIELD, SASKATCHEWAN. [Internet] [Thesis]. University of Saskatchewan; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10388/7729.

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

Council of Science Editors:

Baharvand Ahmadi A1. ANALYSIS OF TIME-LAPSE 3-D VSP DATA FOR SEISMIC MONITORING OF CO2 FLOOD IN WEYBURN FIELD, SASKATCHEWAN. [Thesis]. University of Saskatchewan; 2016. Available from: http://hdl.handle.net/10388/7729

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


Texas A&M University

17. Lu, Chunyang. Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture.

Degree: MS, Petroleum Engineering, 2013, Texas A&M University

 Unconventional oil and gas, which is of major interest in petroleum industry, often occur in reservoirs with transversely isotropic rock properties such as shales. Overlooking… (more)

Subjects/Keywords: rock transeverse isotropy; stress distribution; pore pressure distribution; wellbore fracture

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lu, C. (2013). Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151302

Chicago Manual of Style (16th Edition):

Lu, Chunyang. “Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture.” 2013. Masters Thesis, Texas A&M University. Accessed September 25, 2020. http://hdl.handle.net/1969.1/151302.

MLA Handbook (7th Edition):

Lu, Chunyang. “Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture.” 2013. Web. 25 Sep 2020.

Vancouver:

Lu C. Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1969.1/151302.

Council of Science Editors:

Lu C. Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151302


Iowa State University

18. Padhye, Nikheel. Effect of plastic and silty fines on the shear behavior and pore water pressure generation in sands.

Degree: 2020, Iowa State University

 The purpose of this study was to investigate the influence of plastic and silty fines on the shear strength and the porewater pressure (PWP) response… (more)

Subjects/Keywords: clay; fines; needle; pore water pressure; sand; silt

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Padhye, N. (2020). Effect of plastic and silty fines on the shear behavior and pore water pressure generation in sands. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/17886

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):

Padhye, Nikheel. “Effect of plastic and silty fines on the shear behavior and pore water pressure generation in sands.” 2020. Thesis, Iowa State University. Accessed September 25, 2020. https://lib.dr.iastate.edu/etd/17886.

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

MLA Handbook (7th Edition):

Padhye, Nikheel. “Effect of plastic and silty fines on the shear behavior and pore water pressure generation in sands.” 2020. Web. 25 Sep 2020.

Vancouver:

Padhye N. Effect of plastic and silty fines on the shear behavior and pore water pressure generation in sands. [Internet] [Thesis]. Iowa State University; 2020. [cited 2020 Sep 25]. Available from: https://lib.dr.iastate.edu/etd/17886.

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

Council of Science Editors:

Padhye N. Effect of plastic and silty fines on the shear behavior and pore water pressure generation in sands. [Thesis]. Iowa State University; 2020. Available from: https://lib.dr.iastate.edu/etd/17886

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


University of Wollongong

19. Ni, Jing. Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks.

Degree: PhD, 2012, University of Wollongong

  Railways have technical and economic advantages, and therefore, railway traffic has gained a specific and irreplaceable position in recent years. With this background, and… (more)

Subjects/Keywords: consolidation; cyclic load; vertical drain; pore pressure; strain rate

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ni, J. (2012). Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604

Chicago Manual of Style (16th Edition):

Ni, Jing. “Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks.” 2012. Doctoral Dissertation, University of Wollongong. Accessed September 25, 2020. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604.

MLA Handbook (7th Edition):

Ni, Jing. “Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks.” 2012. Web. 25 Sep 2020.

Vancouver:

Ni J. Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2020 Sep 25]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604.

Council of Science Editors:

Ni J. Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604


Virginia Tech

20. Rodriguez Arriaga, Eduardo. Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction.

Degree: MS, Civil and Environmental Engineering, 2017, Virginia Tech

 Field-based liquefaction evaluation procedures include the stress-based, strain-based, and energybased based approaches. The existence of a volumetric threshold shear strain, γtv, under which there is… (more)

Subjects/Keywords: liquefaction; cyclic strain approach; threshold strain; pore pressure generation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rodriguez Arriaga, E. (2017). Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/86523

Chicago Manual of Style (16th Edition):

Rodriguez Arriaga, Eduardo. “Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction.” 2017. Masters Thesis, Virginia Tech. Accessed September 25, 2020. http://hdl.handle.net/10919/86523.

MLA Handbook (7th Edition):

Rodriguez Arriaga, Eduardo. “Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction.” 2017. Web. 25 Sep 2020.

Vancouver:

Rodriguez Arriaga E. Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10919/86523.

Council of Science Editors:

Rodriguez Arriaga E. Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/86523


University of New South Wales

21. Lv, Mingyan. An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour.

Degree: Petroleum Engineering, 2018, University of New South Wales

 Despite decades of research, sand production remains a significant challenge in petroleum industry around the world. Extensive numerical, analytical and experimental studies have been conducted… (more)

Subjects/Keywords: Elastoplasticity; Analytical solution; Sand production; Constitutive model; Pore pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lv, M. (2018). An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true

Chicago Manual of Style (16th Edition):

Lv, Mingyan. “An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour.” 2018. Masters Thesis, University of New South Wales. Accessed September 25, 2020. http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true.

MLA Handbook (7th Edition):

Lv, Mingyan. “An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour.” 2018. Web. 25 Sep 2020.

Vancouver:

Lv M. An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour. [Internet] [Masters thesis]. University of New South Wales; 2018. [cited 2020 Sep 25]. Available from: http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true.

Council of Science Editors:

Lv M. An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour. [Masters Thesis]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true


University of Texas – Austin

22. Wang, HanYi. New approaches to model and analyze diagnostic fracturing injection tests.

Degree: PhD, Petroleum Engineering, 2019, University of Texas – Austin

 Over the past two decades, Diagnostic Fracture Injection Tests (DFIT), which have also been referred to as Injection-Falloff Tests, Fracture Calibration Tests, MiniFrac Tests in… (more)

Subjects/Keywords: DFIT; Stress determination; Pore pressure; Fracture conductivity; Natural fracture; Unconventional resources

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wang, H. (2019). New approaches to model and analyze diagnostic fracturing injection tests. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/3098

Chicago Manual of Style (16th Edition):

Wang, HanYi. “New approaches to model and analyze diagnostic fracturing injection tests.” 2019. Doctoral Dissertation, University of Texas – Austin. Accessed September 25, 2020. http://dx.doi.org/10.26153/tsw/3098.

MLA Handbook (7th Edition):

Wang, HanYi. “New approaches to model and analyze diagnostic fracturing injection tests.” 2019. Web. 25 Sep 2020.

Vancouver:

Wang H. New approaches to model and analyze diagnostic fracturing injection tests. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2019. [cited 2020 Sep 25]. Available from: http://dx.doi.org/10.26153/tsw/3098.

Council of Science Editors:

Wang H. New approaches to model and analyze diagnostic fracturing injection tests. [Doctoral Dissertation]. University of Texas – Austin; 2019. Available from: http://dx.doi.org/10.26153/tsw/3098


University of Texas – Austin

23. Gao, Baiyuan. Stress, porosity, and pore pressure in fold-and-thrust belt systems.

Degree: PhD, Geological sciences, 2018, University of Texas – Austin

 I use forward geomechanical modeling to study the mechanical and fluid flow behaviors in compressional regions such as fold-and-thrust belts and accretionary wedges. Under drained… (more)

Subjects/Keywords: Fold-and-thrust belts; Accretionary wedge; Stress; Porosity; Pore pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gao, B. (2018). Stress, porosity, and pore pressure in fold-and-thrust belt systems. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/1043

Chicago Manual of Style (16th Edition):

Gao, Baiyuan. “Stress, porosity, and pore pressure in fold-and-thrust belt systems.” 2018. Doctoral Dissertation, University of Texas – Austin. Accessed September 25, 2020. http://dx.doi.org/10.26153/tsw/1043.

MLA Handbook (7th Edition):

Gao, Baiyuan. “Stress, porosity, and pore pressure in fold-and-thrust belt systems.” 2018. Web. 25 Sep 2020.

Vancouver:

Gao B. Stress, porosity, and pore pressure in fold-and-thrust belt systems. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2018. [cited 2020 Sep 25]. Available from: http://dx.doi.org/10.26153/tsw/1043.

Council of Science Editors:

Gao B. Stress, porosity, and pore pressure in fold-and-thrust belt systems. [Doctoral Dissertation]. University of Texas – Austin; 2018. Available from: http://dx.doi.org/10.26153/tsw/1043


Luleå University of Technology

24. Khan, Muhammad Sheraz. Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D.

Degree: 2012, Luleå University of Technology

This master thesis focus on predicting settlement with preloading with and without vertical drains with respect to time by using finite element method with… (more)

Subjects/Keywords: Technology; finite element method; consolidation settlement; excess pore water pressure; Teknik

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khan, M. S. (2012). Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218

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):

Khan, Muhammad Sheraz. “Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D.” 2012. Thesis, Luleå University of Technology. Accessed September 25, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218.

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

MLA Handbook (7th Edition):

Khan, Muhammad Sheraz. “Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D.” 2012. Web. 25 Sep 2020.

Vancouver:

Khan MS. Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D. [Internet] [Thesis]. Luleå University of Technology; 2012. [cited 2020 Sep 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218.

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

Council of Science Editors:

Khan MS. Estimation of settlements under stacks of stored sawdust at Bio Energy Luleå by the finite element method : Numerical Analysis with PLAXIS 2D. [Thesis]. Luleå University of Technology; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59218

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


Delft University of Technology

25. De Visser, J.L. (author). Time - dependent shape functions for FE analysis of unsaturated soil behaviour.

Degree: 2015, Delft University of Technology

Unsaturated groundwater dynamics play a major role in the nalysis of soil-atmosphere interaction, stability of geotechnical structures, and the impact of climate change aspects on… (more)

Subjects/Keywords: Unsaturated Soil; Finite Element Method; Pore Water Pressure; Shape Functions

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

De Visser, J. L. (. (2015). Time - dependent shape functions for FE analysis of unsaturated soil behaviour. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5

Chicago Manual of Style (16th Edition):

De Visser, J L (author). “Time - dependent shape functions for FE analysis of unsaturated soil behaviour.” 2015. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

MLA Handbook (7th Edition):

De Visser, J L (author). “Time - dependent shape functions for FE analysis of unsaturated soil behaviour.” 2015. Web. 25 Sep 2020.

Vancouver:

De Visser JL(. Time - dependent shape functions for FE analysis of unsaturated soil behaviour. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

Council of Science Editors:

De Visser JL(. Time - dependent shape functions for FE analysis of unsaturated soil behaviour. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5


Delft University of Technology

26. Lamens, Pascale (author). Pile installation in submerged sandy slopes: Assessing liquefaction-induced instability.

Degree: 2017, Delft University of Technology

 Loose, sandy slopes situated or deposited under water may be susceptible to liquefaction-induced failure. In contrast to 'regular' localised slope failures, flow slides are diffuse,… (more)

Subjects/Keywords: pile installation; liquefaction; slope stability; ground vibration; excess pore water pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lamens, P. (. (2017). Pile installation in submerged sandy slopes: Assessing liquefaction-induced instability. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2e62f9ae-4cbf-438f-9d3d-3a0d7bdbfafb

Chicago Manual of Style (16th Edition):

Lamens, Pascale (author). “Pile installation in submerged sandy slopes: Assessing liquefaction-induced instability.” 2017. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:2e62f9ae-4cbf-438f-9d3d-3a0d7bdbfafb.

MLA Handbook (7th Edition):

Lamens, Pascale (author). “Pile installation in submerged sandy slopes: Assessing liquefaction-induced instability.” 2017. Web. 25 Sep 2020.

Vancouver:

Lamens P(. Pile installation in submerged sandy slopes: Assessing liquefaction-induced instability. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:2e62f9ae-4cbf-438f-9d3d-3a0d7bdbfafb.

Council of Science Editors:

Lamens P(. Pile installation in submerged sandy slopes: Assessing liquefaction-induced instability. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:2e62f9ae-4cbf-438f-9d3d-3a0d7bdbfafb


Delft University of Technology

27. van Zeben, Joris (author). Physical modelling of pore pressure development during impact pile driving using geo centrifuge.

Degree: 2017, Delft University of Technology

During the last decade, the focus of offshore activities have shifted from oil and gas production to offshore wind farm creation to reach the clean… (more)

Subjects/Keywords: Pile driving; geo centrifuge; pore pressure; physical modelling; centrifuge; Offshore piles

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

van Zeben, J. (. (2017). Physical modelling of pore pressure development during impact pile driving using geo centrifuge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:75049bfa-ee65-48af-a08a-0e6329fce06d

Chicago Manual of Style (16th Edition):

van Zeben, Joris (author). “Physical modelling of pore pressure development during impact pile driving using geo centrifuge.” 2017. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:75049bfa-ee65-48af-a08a-0e6329fce06d.

MLA Handbook (7th Edition):

van Zeben, Joris (author). “Physical modelling of pore pressure development during impact pile driving using geo centrifuge.” 2017. Web. 25 Sep 2020.

Vancouver:

van Zeben J(. Physical modelling of pore pressure development during impact pile driving using geo centrifuge. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:75049bfa-ee65-48af-a08a-0e6329fce06d.

Council of Science Editors:

van Zeben J(. Physical modelling of pore pressure development during impact pile driving using geo centrifuge. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:75049bfa-ee65-48af-a08a-0e6329fce06d


Delft University of Technology

28. Van den Brink, F. (author). Influence of liquefaction on scour around offshore monopile foundations.

Degree: 2014, Delft University of Technology

Scour hole formation around offshore monopile foundations is a threat for the structure’s stability. Large uncertainty leads to conservatism in design codes and hence to… (more)

Subjects/Keywords: scour; liquefaction; experiment; monopile; excess pore water pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van den Brink, F. (. (2014). Influence of liquefaction on scour around offshore monopile foundations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4

Chicago Manual of Style (16th Edition):

Van den Brink, F (author). “Influence of liquefaction on scour around offshore monopile foundations.” 2014. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4.

MLA Handbook (7th Edition):

Van den Brink, F (author). “Influence of liquefaction on scour around offshore monopile foundations.” 2014. Web. 25 Sep 2020.

Vancouver:

Van den Brink F(. Influence of liquefaction on scour around offshore monopile foundations. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4.

Council of Science Editors:

Van den Brink F(. Influence of liquefaction on scour around offshore monopile foundations. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:d47fcb78-35b6-4b76-a927-8c8479828ee4


Delft University of Technology

29. Lantinga, Carolina (author). Comparison of static and transient face stability: Case-study: The Rijnlandroute.

Degree: 2018, Delft University of Technology

 Tunnel construction projects in the western part of the Netherlands are typically built in soft, heterogeneous ground conditions with low stiffness and high groundwater tables.… (more)

Subjects/Keywords: Face stability; Tunnelling; Consolidation; Excess pore water pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lantinga, C. (. (2018). Comparison of static and transient face stability: Case-study: The Rijnlandroute. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4c0839c9-f00b-4c4a-a327-1bc214078871

Chicago Manual of Style (16th Edition):

Lantinga, Carolina (author). “Comparison of static and transient face stability: Case-study: The Rijnlandroute.” 2018. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:4c0839c9-f00b-4c4a-a327-1bc214078871.

MLA Handbook (7th Edition):

Lantinga, Carolina (author). “Comparison of static and transient face stability: Case-study: The Rijnlandroute.” 2018. Web. 25 Sep 2020.

Vancouver:

Lantinga C(. Comparison of static and transient face stability: Case-study: The Rijnlandroute. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:4c0839c9-f00b-4c4a-a327-1bc214078871.

Council of Science Editors:

Lantinga C(. Comparison of static and transient face stability: Case-study: The Rijnlandroute. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:4c0839c9-f00b-4c4a-a327-1bc214078871


Colorado School of Mines

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

Degree: PhD, Civil and Environmental Engineering, 2017, 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Parekh, M. L. (2017). 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.” 2017. Doctoral Dissertation, Colorado School of Mines. Accessed September 25, 2020. 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.” 2017. Web. 25 Sep 2020.

Vancouver:

Parekh ML. Advancing internal erosion monitoring using seismic methods in field and laboratory studies. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2017. [cited 2020 Sep 25]. 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; 2017. Available from: http://hdl.handle.net/11124/170615

[1] [2] [3] [4] [5] [6]

.