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You searched for subject:(Slope stability). Showing records 1 – 30 of 259 total matches.

[1] [2] [3] [4] [5] [6] [7] [8] [9]

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Texas A&M University

1. Das, Roneet. Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Estimates of probability of slope failure based on Monte-Carlo methods depend upon the state of evidence on the slope stability model parameters. The Bayesian framework… (more)

Subjects/Keywords: Slope Stability; Bayesian Inference

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APA (6th Edition):

Das, R. (2016). Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157070

Chicago Manual of Style (16th Edition):

Das, Roneet. “Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference.” 2016. Masters Thesis, Texas A&M University. Accessed April 04, 2020. http://hdl.handle.net/1969.1/157070.

MLA Handbook (7th Edition):

Das, Roneet. “Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference.” 2016. Web. 04 Apr 2020.

Vancouver:

Das R. Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1969.1/157070.

Council of Science Editors:

Das R. Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157070


Delft University of Technology

2. Hellinga, L.B. Stability of Single Layer Cubes on Breakwater Rear Slopes:.

Degree: 2016, Delft University of Technology

 Breakwaters with single layer concrete armour are very commonly applied nowadays. Much research is available on the stability of single layer armour units on the… (more)

Subjects/Keywords: breakwater; rear slope; stability; overtopping

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APA (6th Edition):

Hellinga, L. B. (2016). Stability of Single Layer Cubes on Breakwater Rear Slopes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278

Chicago Manual of Style (16th Edition):

Hellinga, L B. “Stability of Single Layer Cubes on Breakwater Rear Slopes:.” 2016. Masters Thesis, Delft University of Technology. Accessed April 04, 2020. http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278.

MLA Handbook (7th Edition):

Hellinga, L B. “Stability of Single Layer Cubes on Breakwater Rear Slopes:.” 2016. Web. 04 Apr 2020.

Vancouver:

Hellinga LB. Stability of Single Layer Cubes on Breakwater Rear Slopes:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Apr 04]. Available from: http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278.

Council of Science Editors:

Hellinga LB. Stability of Single Layer Cubes on Breakwater Rear Slopes:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278


Heriot-Watt University

3. Smith, Geoffrey N. The reliability analysis of geotechnical structures.

Degree: 1984, Heriot-Watt University

Subjects/Keywords: 624; Slope stability

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APA (6th Edition):

Smith, G. N. (1984). The reliability analysis of geotechnical structures. (Doctoral Dissertation). Heriot-Watt University. Retrieved from http://hdl.handle.net/10399/1674

Chicago Manual of Style (16th Edition):

Smith, Geoffrey N. “The reliability analysis of geotechnical structures.” 1984. Doctoral Dissertation, Heriot-Watt University. Accessed April 04, 2020. http://hdl.handle.net/10399/1674.

MLA Handbook (7th Edition):

Smith, Geoffrey N. “The reliability analysis of geotechnical structures.” 1984. Web. 04 Apr 2020.

Vancouver:

Smith GN. The reliability analysis of geotechnical structures. [Internet] [Doctoral dissertation]. Heriot-Watt University; 1984. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10399/1674.

Council of Science Editors:

Smith GN. The reliability analysis of geotechnical structures. [Doctoral Dissertation]. Heriot-Watt University; 1984. Available from: http://hdl.handle.net/10399/1674


University of Western Australia

4. Lao, Dezheng. The stability of open pit mine slopes in residual soils.

Degree: PhD, 2013, University of Western Australia

[Truncated abstract] Deep open pits are becoming increasingly common in the mining industry and the consideration of the design of slopes in open pit mines… (more)

Subjects/Keywords: Slope stability; Residual soils; Strain softening

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APA (6th Edition):

Lao, D. (2013). The stability of open pit mine slopes in residual soils. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Lao, Dezheng. “The stability of open pit mine slopes in residual soils.” 2013. Doctoral Dissertation, University of Western Australia. Accessed April 04, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Lao, Dezheng. “The stability of open pit mine slopes in residual soils.” 2013. Web. 04 Apr 2020.

Vancouver:

Lao D. The stability of open pit mine slopes in residual soils. [Internet] [Doctoral dissertation]. University of Western Australia; 2013. [cited 2020 Apr 04]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01.

Council of Science Editors:

Lao D. The stability of open pit mine slopes in residual soils. [Doctoral Dissertation]. University of Western Australia; 2013. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01

5. Gangrade, Rajat Mukesh. Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 On August 15, 2007, Pisco, Peru was hit by an earthquake of Magnitude (Mw) = 8.0 which triggered multiple liquefaction induced lateral spreads. The subduction… (more)

Subjects/Keywords: Lateral Spreading; Slope Stability Analysis; Bayesian Updating

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APA (6th Edition):

Gangrade, R. M. (2013). Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23257

Chicago Manual of Style (16th Edition):

Gangrade, Rajat Mukesh. “Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake.” 2013. Masters Thesis, Virginia Tech. Accessed April 04, 2020. http://hdl.handle.net/10919/23257.

MLA Handbook (7th Edition):

Gangrade, Rajat Mukesh. “Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake.” 2013. Web. 04 Apr 2020.

Vancouver:

Gangrade RM. Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10919/23257.

Council of Science Editors:

Gangrade RM. Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23257


Colorado School of Mines

6. Hernandez, Carlos. Updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry mine, Eureka County, NV, An.

Degree: MS(M.S.), Geology and Geological Engineering, 2015, Colorado School of Mines

 An updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry open pit mine (Eureka County, NV) has been developed.… (more)

Subjects/Keywords: Open Pit Mining; Geological Models; Slope Stability

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APA (6th Edition):

Hernandez, C. (2015). Updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry mine, Eureka County, NV, An. (Masters Thesis). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/20174

Chicago Manual of Style (16th Edition):

Hernandez, Carlos. “Updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry mine, Eureka County, NV, An.” 2015. Masters Thesis, Colorado School of Mines. Accessed April 04, 2020. http://hdl.handle.net/11124/20174.

MLA Handbook (7th Edition):

Hernandez, Carlos. “Updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry mine, Eureka County, NV, An.” 2015. Web. 04 Apr 2020.

Vancouver:

Hernandez C. Updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry mine, Eureka County, NV, An. [Internet] [Masters thesis]. Colorado School of Mines; 2015. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11124/20174.

Council of Science Editors:

Hernandez C. Updated geological model of the Carlin Formation for slope stability purposes at the Gold Quarry mine, Eureka County, NV, An. [Masters Thesis]. Colorado School of Mines; 2015. Available from: http://hdl.handle.net/11124/20174


University of Manitoba

7. Fernando, Leanne. The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg.

Degree: Civil Engineering, 2007, University of Manitoba

 A research program was undertaken to quantify the effect of flow induced erosion on the stability of natural river banks along the Red River in… (more)

Subjects/Keywords: erosion; slope stability

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APA (6th Edition):

Fernando, L. (2007). The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/2816

Chicago Manual of Style (16th Edition):

Fernando, Leanne. “The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg.” 2007. Masters Thesis, University of Manitoba. Accessed April 04, 2020. http://hdl.handle.net/1993/2816.

MLA Handbook (7th Edition):

Fernando, Leanne. “The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg.” 2007. Web. 04 Apr 2020.

Vancouver:

Fernando L. The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg. [Internet] [Masters thesis]. University of Manitoba; 2007. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1993/2816.

Council of Science Editors:

Fernando L. The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg. [Masters Thesis]. University of Manitoba; 2007. Available from: http://hdl.handle.net/1993/2816


Queens University

8. Jacobs, Emily. Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions .

Degree: Civil Engineering, 2013, Queens University

 Rainfall induced granular flow slides pose a significant risk in many areas of the world. These failures, characterized by the sudden release of material in… (more)

Subjects/Keywords: Instability; Physical Modelling; Slope Stability; Centrifuge; Geotechnical

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APA (6th Edition):

Jacobs, E. (2013). Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8502

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):

Jacobs, Emily. “Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions .” 2013. Thesis, Queens University. Accessed April 04, 2020. http://hdl.handle.net/1974/8502.

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

MLA Handbook (7th Edition):

Jacobs, Emily. “Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions .” 2013. Web. 04 Apr 2020.

Vancouver:

Jacobs E. Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1974/8502.

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

Council of Science Editors:

Jacobs E. Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8502

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


Florida Atlantic University

9. Martins, Caique. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.

Degree: MS, 2019, Florida Atlantic University

Summary: The coupled effect of using geosynthetic reinforcement and randomly distributed fibers on the stability of slopes was evaluated using finite element modeling and limit… (more)

Subjects/Keywords: Geosynthetics; Slope stability; Shear strength of soils

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APA (6th Edition):

Martins, C. (2019). Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00013236

Chicago Manual of Style (16th Edition):

Martins, Caique. “Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.” 2019. Masters Thesis, Florida Atlantic University. Accessed April 04, 2020. http://purl.flvc.org/fau/fd/FA00013236.

MLA Handbook (7th Edition):

Martins, Caique. “Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.” 2019. Web. 04 Apr 2020.

Vancouver:

Martins C. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. [Internet] [Masters thesis]. Florida Atlantic University; 2019. [cited 2020 Apr 04]. Available from: http://purl.flvc.org/fau/fd/FA00013236.

Council of Science Editors:

Martins C. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. [Masters Thesis]. Florida Atlantic University; 2019. Available from: http://purl.flvc.org/fau/fd/FA00013236

10. Al Mandalawi, Maged. Study on complex rock slope stability in large scale open cut mine : Mechanism and evaluation.

Degree: PhD, 2016, Federation University Australia

This thesis is restricted access for an unlimited timeframe and therefore will not be available for public use.

Doctor of Philosophy

Subjects/Keywords: Complex rock slope stability; Open cut mine

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APA (6th Edition):

Al Mandalawi, M. (2016). Study on complex rock slope stability in large scale open cut mine : Mechanism and evaluation. (Doctoral Dissertation). Federation University Australia. Retrieved from http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/154325

Chicago Manual of Style (16th Edition):

Al Mandalawi, Maged. “Study on complex rock slope stability in large scale open cut mine : Mechanism and evaluation.” 2016. Doctoral Dissertation, Federation University Australia. Accessed April 04, 2020. http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/154325.

MLA Handbook (7th Edition):

Al Mandalawi, Maged. “Study on complex rock slope stability in large scale open cut mine : Mechanism and evaluation.” 2016. Web. 04 Apr 2020.

Vancouver:

Al Mandalawi M. Study on complex rock slope stability in large scale open cut mine : Mechanism and evaluation. [Internet] [Doctoral dissertation]. Federation University Australia; 2016. [cited 2020 Apr 04]. Available from: http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/154325.

Council of Science Editors:

Al Mandalawi M. Study on complex rock slope stability in large scale open cut mine : Mechanism and evaluation. [Doctoral Dissertation]. Federation University Australia; 2016. Available from: http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/154325


University of Hawaii – Manoa

11. De Silva, Gallay L.R. Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi.

Degree: 2009, University of Hawaii – Manoa

PhD University of Hawaii at Manoa 1974

This dissertation attempts to study slope stability problems induced by human intervention on the Island of Oahu. The… (more)

Subjects/Keywords: soil mechanics of slopes; Hawaii; Oahu; physical geography of slopes; landslides; slope stability; slope changes

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APA (6th Edition):

De Silva, G. L. R. (2009). Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/11612

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):

De Silva, Gallay L R. “Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi.” 2009. Thesis, University of Hawaii – Manoa. Accessed April 04, 2020. http://hdl.handle.net/10125/11612.

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

MLA Handbook (7th Edition):

De Silva, Gallay L R. “Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi.” 2009. Web. 04 Apr 2020.

Vancouver:

De Silva GLR. Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi. [Internet] [Thesis]. University of Hawaii – Manoa; 2009. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10125/11612.

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

Council of Science Editors:

De Silva GLR. Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi. [Thesis]. University of Hawaii – Manoa; 2009. Available from: http://hdl.handle.net/10125/11612

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


The Ohio State University

12. Howdyshell, James Robert. Strain Compatibility Analysis in Slope Stability Modeling.

Degree: MS, Civil Engineering, 2010, The Ohio State University

  Typical limit equilibrium analyses used to determine static slope stability rely on the use of peak shear strength parameters which may overestimate the stability(more)

Subjects/Keywords: Civil Engineering; strain compatibility; slope stability; SLOPE/W; SIGMA/W; PCSTABL; landfill

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APA (6th Edition):

Howdyshell, J. R. (2010). Strain Compatibility Analysis in Slope Stability Modeling. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1269113810

Chicago Manual of Style (16th Edition):

Howdyshell, James Robert. “Strain Compatibility Analysis in Slope Stability Modeling.” 2010. Masters Thesis, The Ohio State University. Accessed April 04, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1269113810.

MLA Handbook (7th Edition):

Howdyshell, James Robert. “Strain Compatibility Analysis in Slope Stability Modeling.” 2010. Web. 04 Apr 2020.

Vancouver:

Howdyshell JR. Strain Compatibility Analysis in Slope Stability Modeling. [Internet] [Masters thesis]. The Ohio State University; 2010. [cited 2020 Apr 04]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1269113810.

Council of Science Editors:

Howdyshell JR. Strain Compatibility Analysis in Slope Stability Modeling. [Masters Thesis]. The Ohio State University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1269113810


Curtin University of Technology

13. Narendranathan, Sanjive. The use of the rock mass variability index in material property selection for pit slope stability modelling .

Degree: 2010, Curtin University of Technology

 The primary aim of this research is to put forward a new process which would enhance the methodology which rock mechanics practitioners apply to formulate… (more)

Subjects/Keywords: material property selection; Rock Mass Variability Index; pit slope stability modelling; probabilistic slope design

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APA (6th Edition):

Narendranathan, S. (2010). The use of the rock mass variability index in material property selection for pit slope stability modelling . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/1463

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):

Narendranathan, Sanjive. “The use of the rock mass variability index in material property selection for pit slope stability modelling .” 2010. Thesis, Curtin University of Technology. Accessed April 04, 2020. http://hdl.handle.net/20.500.11937/1463.

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

MLA Handbook (7th Edition):

Narendranathan, Sanjive. “The use of the rock mass variability index in material property selection for pit slope stability modelling .” 2010. Web. 04 Apr 2020.

Vancouver:

Narendranathan S. The use of the rock mass variability index in material property selection for pit slope stability modelling . [Internet] [Thesis]. Curtin University of Technology; 2010. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/20.500.11937/1463.

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

Council of Science Editors:

Narendranathan S. The use of the rock mass variability index in material property selection for pit slope stability modelling . [Thesis]. Curtin University of Technology; 2010. Available from: http://hdl.handle.net/20.500.11937/1463

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


Brno University of Technology

14. Kořínková, Jana. Sanace sesuvu silničního tělesa .

Degree: 2018, Brno University of Technology

 Předmětem diplomové práce je návrh sanace silničního tělesa, který se nachází mezi městskými částmi Brno-Chrlice a Brno-Holásky. Cílem této práce je samotné řešení. Práce se… (more)

Subjects/Keywords: Sanace; pilotová stěna; horninové kotvy; stabilita svahu.; Slope stabilization; pile group; anchors; slope stability.

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APA (6th Edition):

Kořínková, J. (2018). Sanace sesuvu silničního tělesa . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70543

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):

Kořínková, Jana. “Sanace sesuvu silničního tělesa .” 2018. Thesis, Brno University of Technology. Accessed April 04, 2020. http://hdl.handle.net/11012/70543.

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

MLA Handbook (7th Edition):

Kořínková, Jana. “Sanace sesuvu silničního tělesa .” 2018. Web. 04 Apr 2020.

Vancouver:

Kořínková J. Sanace sesuvu silničního tělesa . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11012/70543.

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

Council of Science Editors:

Kořínková J. Sanace sesuvu silničního tělesa . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70543

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


Queens University

15. Wolinsky, Eric. Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests .

Degree: Civil Engineering, 2014, Queens University

 Element test results reported in the literature under both triaxial and plane strain conditions indicate that loose saturated granular specimens can experience softening instability at… (more)

Subjects/Keywords: Centrifuge; Instability; Infinite Slope; Slope Stability; Physical Modelling; Tilt Table; Geotechnical; Soil

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APA (6th Edition):

Wolinsky, E. (2014). Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12159

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):

Wolinsky, Eric. “Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests .” 2014. Thesis, Queens University. Accessed April 04, 2020. http://hdl.handle.net/1974/12159.

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

MLA Handbook (7th Edition):

Wolinsky, Eric. “Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests .” 2014. Web. 04 Apr 2020.

Vancouver:

Wolinsky E. Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests . [Internet] [Thesis]. Queens University; 2014. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1974/12159.

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

Council of Science Editors:

Wolinsky E. Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12159

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


Luleå University of Technology

16. Omari, Andrews. Slope Stability Analysis of Industrial Solid Waste Landfills.

Degree: 2012, Luleå University of Technology

  With increasing industrialization, the waste generated has also increased. Sweden generate greatamount of industrial waste every year. In 2008, there were 97.9 million tons… (more)

Subjects/Keywords: Technology; Teknik; Slope Stability; Industrial Waste; Landfills; SLOPE/W; PLAXIS 2D; Factor of Safety

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

APA (6th Edition):

Omari, A. (2012). Slope Stability Analysis of Industrial Solid Waste Landfills. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52669

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):

Omari, Andrews. “Slope Stability Analysis of Industrial Solid Waste Landfills.” 2012. Thesis, Luleå University of Technology. Accessed April 04, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52669.

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

MLA Handbook (7th Edition):

Omari, Andrews. “Slope Stability Analysis of Industrial Solid Waste Landfills.” 2012. Web. 04 Apr 2020.

Vancouver:

Omari A. Slope Stability Analysis of Industrial Solid Waste Landfills. [Internet] [Thesis]. Luleå University of Technology; 2012. [cited 2020 Apr 04]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52669.

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

Council of Science Editors:

Omari A. Slope Stability Analysis of Industrial Solid Waste Landfills. [Thesis]. Luleå University of Technology; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52669

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


University of Arizona

17. Ureel, Scott Daniel. Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications .

Degree: 2014, University of Arizona

Slope stability plays an important role in rock engineering. During the design, construction and post design phases of rock slope stability, engineers and geologists need… (more)

Subjects/Keywords: Mining Geological & Geophysical Engineering; Rock Mass; Rock Orientation; Slope Modeling; Slope Monitoring; Slope Stability; Rock Abrasion

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APA (6th Edition):

Ureel, S. D. (2014). Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/325211

Chicago Manual of Style (16th Edition):

Ureel, Scott Daniel. “Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications .” 2014. Doctoral Dissertation, University of Arizona. Accessed April 04, 2020. http://hdl.handle.net/10150/325211.

MLA Handbook (7th Edition):

Ureel, Scott Daniel. “Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications .” 2014. Web. 04 Apr 2020.

Vancouver:

Ureel SD. Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications . [Internet] [Doctoral dissertation]. University of Arizona; 2014. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10150/325211.

Council of Science Editors:

Ureel SD. Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications . [Doctoral Dissertation]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/325211


Brno University of Technology

18. Slováková, Kristýna. Faktory ovlivňující stabilitu svahů .

Degree: 2016, Brno University of Technology

 Úkolem bakalářské práce s názvem „Faktory ovlivňující stabilitu svahů je rešerše zabývající se příčinami svahových pohybů, jejich klasifikací, přístupy k řešení stability svahů a možnými… (more)

Subjects/Keywords: Svahové pohyby; faktory; stabilita svahu; stupeň stability; sanace.; Slope movements; factors; slope stability; safety factor; remediation.

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APA (6th Edition):

Slováková, K. (2016). Faktory ovlivňující stabilitu svahů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62974

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):

Slováková, Kristýna. “Faktory ovlivňující stabilitu svahů .” 2016. Thesis, Brno University of Technology. Accessed April 04, 2020. http://hdl.handle.net/11012/62974.

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

MLA Handbook (7th Edition):

Slováková, Kristýna. “Faktory ovlivňující stabilitu svahů .” 2016. Web. 04 Apr 2020.

Vancouver:

Slováková K. Faktory ovlivňující stabilitu svahů . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11012/62974.

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

Council of Science Editors:

Slováková K. Faktory ovlivňující stabilitu svahů . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62974

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

19. Pk, Shubhra. Effects of Climate Change on Soil Embankments.

Degree: MASc - Master of Applied Science, Civil Engineering, 2018, York University

 The Intergovernmental Panel on Climate Change has reported that the climate change process will continue over the next century. The changes in climate variables can… (more)

Subjects/Keywords: Hydrologic sciences; Slopes; Embankments; Climate Change; Slope Stability; Landslides; Numerical Modeling; Soil-Atmosphere Modeling; Slope Stability Modeling

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APA (6th Edition):

Pk, S. (2018). Effects of Climate Change on Soil Embankments. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/34394

Chicago Manual of Style (16th Edition):

Pk, Shubhra. “Effects of Climate Change on Soil Embankments.” 2018. Masters Thesis, York University. Accessed April 04, 2020. http://hdl.handle.net/10315/34394.

MLA Handbook (7th Edition):

Pk, Shubhra. “Effects of Climate Change on Soil Embankments.” 2018. Web. 04 Apr 2020.

Vancouver:

Pk S. Effects of Climate Change on Soil Embankments. [Internet] [Masters thesis]. York University; 2018. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10315/34394.

Council of Science Editors:

Pk S. Effects of Climate Change on Soil Embankments. [Masters Thesis]. York University; 2018. Available from: http://hdl.handle.net/10315/34394


University of Alberta

20. Rahmani, Niousha. SCALE TESTING HARD ROCK WASTE DUMP STABILITY UNDER HAULER MOTION.

Degree: MS, Department of Civil and Environmental Engineering, 2014, University of Alberta

 Mining methods have changed and grown to fulfill extractive demands. Heavy machinery is used to extract overburden in open pit and open cast mines and… (more)

Subjects/Keywords: Waste dump stability; Slope stability; Rolling resistance; Physical modeling; Mining equipment; Numerical modeling

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

APA (6th Edition):

Rahmani, N. (2014). SCALE TESTING HARD ROCK WASTE DUMP STABILITY UNDER HAULER MOTION. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/vq27zp07c

Chicago Manual of Style (16th Edition):

Rahmani, Niousha. “SCALE TESTING HARD ROCK WASTE DUMP STABILITY UNDER HAULER MOTION.” 2014. Masters Thesis, University of Alberta. Accessed April 04, 2020. https://era.library.ualberta.ca/files/vq27zp07c.

MLA Handbook (7th Edition):

Rahmani, Niousha. “SCALE TESTING HARD ROCK WASTE DUMP STABILITY UNDER HAULER MOTION.” 2014. Web. 04 Apr 2020.

Vancouver:

Rahmani N. SCALE TESTING HARD ROCK WASTE DUMP STABILITY UNDER HAULER MOTION. [Internet] [Masters thesis]. University of Alberta; 2014. [cited 2020 Apr 04]. Available from: https://era.library.ualberta.ca/files/vq27zp07c.

Council of Science Editors:

Rahmani N. SCALE TESTING HARD ROCK WASTE DUMP STABILITY UNDER HAULER MOTION. [Masters Thesis]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/vq27zp07c


Brno University of Technology

21. Pargač, Martin. Zajištění hlubokého zářezu v sesuvné oblasti .

Degree: 2013, Brno University of Technology

 Diplomová práce s názvem Zajištění hlubokého zářezu v sesuvné oblasti se soustředí na základní rozbor problematiky sesuvů a zabezpečování svahů s konkrétním řešením daného problému,… (more)

Subjects/Keywords: Geotechnika; stabilita svahu; sesuv; stupeň stability; geo5; kotvy; Geotechnics; slope stability; landslide; safety factor; anchors

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APA (6th Edition):

Pargač, M. (2013). Zajištění hlubokého zářezu v sesuvné oblasti . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29453

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):

Pargač, Martin. “Zajištění hlubokého zářezu v sesuvné oblasti .” 2013. Thesis, Brno University of Technology. Accessed April 04, 2020. http://hdl.handle.net/11012/29453.

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

MLA Handbook (7th Edition):

Pargač, Martin. “Zajištění hlubokého zářezu v sesuvné oblasti .” 2013. Web. 04 Apr 2020.

Vancouver:

Pargač M. Zajištění hlubokého zářezu v sesuvné oblasti . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11012/29453.

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

Council of Science Editors:

Pargač M. Zajištění hlubokého zářezu v sesuvné oblasti . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29453

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

22. Oisalu, Ott. STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINE.

Degree: Environmental and Natural Resources Engineering, 2017, Luleå University of Technology

  Oil shale industry in Estonia is looking at other mining technologies as alternative to strip mining and room and pillar mining methods. One such… (more)

Subjects/Keywords: longwall mining; oil shale; stability analysis; chain pillars; barrier pillar; slope stability; Geotechnical Engineering; Geoteknik

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

APA (6th Edition):

Oisalu, O. (2017). STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINE. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65372

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):

Oisalu, Ott. “STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINE.” 2017. Thesis, Luleå University of Technology. Accessed April 04, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65372.

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

MLA Handbook (7th Edition):

Oisalu, Ott. “STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINE.” 2017. Web. 04 Apr 2020.

Vancouver:

Oisalu O. STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINE. [Internet] [Thesis]. Luleå University of Technology; 2017. [cited 2020 Apr 04]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65372.

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

Council of Science Editors:

Oisalu O. STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINE. [Thesis]. Luleå University of Technology; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65372

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

23. Zambrana, Veroska Dueñas. Análise numérica da influência de chuvas extremas na estabilidade de taludes.

Degree: Mestrado, Engenharia Geotécnica, 2014, University of São Paulo

Escorregamentos de taludes no Sudeste do Brasil são causados principalmente, pelo efeito da água proveniente das chuvas. Nos últimos anos, vem se incrementando o número… (more)

Subjects/Keywords: Chuvas extremas; Estabilidade de taludes; Extreme rainfall; Infiltração; Infiltration; Slope stability

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

APA (6th Edition):

Zambrana, V. D. (2014). Análise numérica da influência de chuvas extremas na estabilidade de taludes. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-13082015-111647/ ;

Chicago Manual of Style (16th Edition):

Zambrana, Veroska Dueñas. “Análise numérica da influência de chuvas extremas na estabilidade de taludes.” 2014. Masters Thesis, University of São Paulo. Accessed April 04, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-13082015-111647/ ;.

MLA Handbook (7th Edition):

Zambrana, Veroska Dueñas. “Análise numérica da influência de chuvas extremas na estabilidade de taludes.” 2014. Web. 04 Apr 2020.

Vancouver:

Zambrana VD. Análise numérica da influência de chuvas extremas na estabilidade de taludes. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2020 Apr 04]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-13082015-111647/ ;.

Council of Science Editors:

Zambrana VD. Análise numérica da influência de chuvas extremas na estabilidade de taludes. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-13082015-111647/ ;

24. Κάτσικα, Πηνελόπη. Ευστάθεια υψηλών πρανών σε ασβεστολιθική βραχομάζα: Εφαρμογή σε περιοχές υψηλού κινδύνου της Ε.Ο. Πατρών-Τριπόλεως.

Degree: 2013, University of Patras

Διερευνώνται οι συνθήκες ευστάθειας σε συγκεκριμένα πρανή επί της Ε.Ο. Πατρών – Τριπόλεως αμέσως μετά τον οικισμό Δίβρη. Για τον σκοπό αυτό, έγινε λεπτομερής μηχανική… (more)

Subjects/Keywords: Ευστάθεια πρανών; 624.151; Slope stability; WEDGE; ROCSTA; Swedge; RocPlane

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

APA (6th Edition):

Κάτσικα, . (2013). Ευστάθεια υψηλών πρανών σε ασβεστολιθική βραχομάζα: Εφαρμογή σε περιοχές υψηλού κινδύνου της Ε.Ο. Πατρών-Τριπόλεως. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/6177

Chicago Manual of Style (16th Edition):

Κάτσικα, Πηνελόπη. “Ευστάθεια υψηλών πρανών σε ασβεστολιθική βραχομάζα: Εφαρμογή σε περιοχές υψηλού κινδύνου της Ε.Ο. Πατρών-Τριπόλεως.” 2013. Masters Thesis, University of Patras. Accessed April 04, 2020. http://hdl.handle.net/10889/6177.

MLA Handbook (7th Edition):

Κάτσικα, Πηνελόπη. “Ευστάθεια υψηλών πρανών σε ασβεστολιθική βραχομάζα: Εφαρμογή σε περιοχές υψηλού κινδύνου της Ε.Ο. Πατρών-Τριπόλεως.” 2013. Web. 04 Apr 2020.

Vancouver:

Κάτσικα . Ευστάθεια υψηλών πρανών σε ασβεστολιθική βραχομάζα: Εφαρμογή σε περιοχές υψηλού κινδύνου της Ε.Ο. Πατρών-Τριπόλεως. [Internet] [Masters thesis]. University of Patras; 2013. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10889/6177.

Council of Science Editors:

Κάτσικα . Ευστάθεια υψηλών πρανών σε ασβεστολιθική βραχομάζα: Εφαρμογή σε περιοχές υψηλού κινδύνου της Ε.Ο. Πατρών-Τριπόλεως. [Masters Thesis]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/6177


Michigan Technological University

25. Zwissler, Bonnie Elizabeth. A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND.

Degree: MS, Department of Civil and Environmental Engineering, 2013, Michigan Technological University

  The Calvert Cliffs, which form much of the western coastline of the Chesapeake Bay in Calvert County, Maryland, are actively eroding and destabilizing, resulting… (more)

Subjects/Keywords: Cliff Recession; Freeze-Thaw; Slope Stability; Civil Engineering; Geology; Geotechnical Engineering

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

APA (6th Edition):

Zwissler, B. E. (2013). A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etds/491

Chicago Manual of Style (16th Edition):

Zwissler, Bonnie Elizabeth. “A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND.” 2013. Masters Thesis, Michigan Technological University. Accessed April 04, 2020. http://digitalcommons.mtu.edu/etds/491.

MLA Handbook (7th Edition):

Zwissler, Bonnie Elizabeth. “A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND.” 2013. Web. 04 Apr 2020.

Vancouver:

Zwissler BE. A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND. [Internet] [Masters thesis]. Michigan Technological University; 2013. [cited 2020 Apr 04]. Available from: http://digitalcommons.mtu.edu/etds/491.

Council of Science Editors:

Zwissler BE. A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND. [Masters Thesis]. Michigan Technological University; 2013. Available from: http://digitalcommons.mtu.edu/etds/491


Michigan Technological University

26. Smith, Daniel. STABILITY ANALYSIS AND HAZARD ASSESSMENT OF THE NORTHERN SLOPES OF SAN VICENTE VOLCANO IN CENTRAL EL SALVADOR.

Degree: MS, Department of Geological and Mining Engineering and Sciences, 2012, Michigan Technological University

  Geologic hazards affect the lives of millions of people worldwide every year. El Salvador is a country that is regularly affected by natural disasters,… (more)

Subjects/Keywords: el salvador; hazards; landslides; san vicente; slope stability; Engineering

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APA (6th Edition):

Smith, D. (2012). STABILITY ANALYSIS AND HAZARD ASSESSMENT OF THE NORTHERN SLOPES OF SAN VICENTE VOLCANO IN CENTRAL EL SALVADOR. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etds/471

Chicago Manual of Style (16th Edition):

Smith, Daniel. “STABILITY ANALYSIS AND HAZARD ASSESSMENT OF THE NORTHERN SLOPES OF SAN VICENTE VOLCANO IN CENTRAL EL SALVADOR.” 2012. Masters Thesis, Michigan Technological University. Accessed April 04, 2020. http://digitalcommons.mtu.edu/etds/471.

MLA Handbook (7th Edition):

Smith, Daniel. “STABILITY ANALYSIS AND HAZARD ASSESSMENT OF THE NORTHERN SLOPES OF SAN VICENTE VOLCANO IN CENTRAL EL SALVADOR.” 2012. Web. 04 Apr 2020.

Vancouver:

Smith D. STABILITY ANALYSIS AND HAZARD ASSESSMENT OF THE NORTHERN SLOPES OF SAN VICENTE VOLCANO IN CENTRAL EL SALVADOR. [Internet] [Masters thesis]. Michigan Technological University; 2012. [cited 2020 Apr 04]. Available from: http://digitalcommons.mtu.edu/etds/471.

Council of Science Editors:

Smith D. STABILITY ANALYSIS AND HAZARD ASSESSMENT OF THE NORTHERN SLOPES OF SAN VICENTE VOLCANO IN CENTRAL EL SALVADOR. [Masters Thesis]. Michigan Technological University; 2012. Available from: http://digitalcommons.mtu.edu/etds/471


Universidade Federal de Viçosa

27. Eric Medeiros Silva. Análise de estabilidade de taludes em solos de alteração de rochas metamórficas do Quadrilátero Ferrífero.

Degree: 2006, Universidade Federal de Viçosa

Pretendeu-se com este trabalho, ampliar o grau de conhecimento sobre os vários tipos de materiais existentes nos taludes da Mina do Pico, na região do… (more)

Subjects/Keywords: Taludes; Filitos; Ensaios de laboratório; GEOTECNICA; Slope stability; Laboratory testing

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APA (6th Edition):

Silva, E. M. (2006). Análise de estabilidade de taludes em solos de alteração de rochas metamórficas do Quadrilátero Ferrífero. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=358

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):

Silva, Eric Medeiros. “Análise de estabilidade de taludes em solos de alteração de rochas metamórficas do Quadrilátero Ferrífero.” 2006. Thesis, Universidade Federal de Viçosa. Accessed April 04, 2020. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=358.

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

MLA Handbook (7th Edition):

Silva, Eric Medeiros. “Análise de estabilidade de taludes em solos de alteração de rochas metamórficas do Quadrilátero Ferrífero.” 2006. Web. 04 Apr 2020.

Vancouver:

Silva EM. Análise de estabilidade de taludes em solos de alteração de rochas metamórficas do Quadrilátero Ferrífero. [Internet] [Thesis]. Universidade Federal de Viçosa; 2006. [cited 2020 Apr 04]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=358.

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

Council of Science Editors:

Silva EM. Análise de estabilidade de taludes em solos de alteração de rochas metamórficas do Quadrilátero Ferrífero. [Thesis]. Universidade Federal de Viçosa; 2006. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=358

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


North Carolina State University

28. Nash, Andrew Alan. An Evaluation of the Application of Plasma Arc Vitrification to Improve the Strength of Weak Soil and Weathered Rock.

Degree: MS, Civil Engineering, 2002, North Carolina State University

 The applicability of Plasma Arc Vitrification (PAV) to improve the strength of weak soils and weathered rock is investigated. Destructive and non-destructive tests are conducted… (more)

Subjects/Keywords: slope stability; plasma arc vitrification

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APA (6th Edition):

Nash, A. A. (2002). An Evaluation of the Application of Plasma Arc Vitrification to Improve the Strength of Weak Soil and Weathered Rock. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/905

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):

Nash, Andrew Alan. “An Evaluation of the Application of Plasma Arc Vitrification to Improve the Strength of Weak Soil and Weathered Rock.” 2002. Thesis, North Carolina State University. Accessed April 04, 2020. http://www.lib.ncsu.edu/resolver/1840.16/905.

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

MLA Handbook (7th Edition):

Nash, Andrew Alan. “An Evaluation of the Application of Plasma Arc Vitrification to Improve the Strength of Weak Soil and Weathered Rock.” 2002. Web. 04 Apr 2020.

Vancouver:

Nash AA. An Evaluation of the Application of Plasma Arc Vitrification to Improve the Strength of Weak Soil and Weathered Rock. [Internet] [Thesis]. North Carolina State University; 2002. [cited 2020 Apr 04]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/905.

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

Council of Science Editors:

Nash AA. An Evaluation of the Application of Plasma Arc Vitrification to Improve the Strength of Weak Soil and Weathered Rock. [Thesis]. North Carolina State University; 2002. Available from: http://www.lib.ncsu.edu/resolver/1840.16/905

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


Addis Ababa University

29. YOHANNES, AMARE. A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES .

Degree: 2008, Addis Ababa University

 General slope stability concepts and the parameters and major considerations associated with slope stability problems are discussed. General features and theories of some of the… (more)

Subjects/Keywords: slope stability analysis; factor of safety; limit equilibrium; method of slices

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

APA (6th Edition):

YOHANNES, A. (2008). A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4241

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):

YOHANNES, AMARE. “A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES .” 2008. Thesis, Addis Ababa University. Accessed April 04, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4241.

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

MLA Handbook (7th Edition):

YOHANNES, AMARE. “A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES .” 2008. Web. 04 Apr 2020.

Vancouver:

YOHANNES A. A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES . [Internet] [Thesis]. Addis Ababa University; 2008. [cited 2020 Apr 04]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4241.

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

Council of Science Editors:

YOHANNES A. A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES . [Thesis]. Addis Ababa University; 2008. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4241

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


Louisiana State University

30. Varuso, Richard James. Influence of unstable soil movement on pile-founded concrete floodwalls and a resulting design methodology.

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

 Efforts are underway in the New Orleans area to raise the elevations of its levee system to combat the effects of hurricane storm surge. When… (more)

Subjects/Keywords: factor of safety; slope stability; pile capacity; lateral loads

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

APA (6th Edition):

Varuso, R. J. (2010). Influence of unstable soil movement on pile-founded concrete floodwalls and a resulting design methodology. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04192010-093617 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1510

Chicago Manual of Style (16th Edition):

Varuso, Richard James. “Influence of unstable soil movement on pile-founded concrete floodwalls and a resulting design methodology.” 2010. Doctoral Dissertation, Louisiana State University. Accessed April 04, 2020. etd-04192010-093617 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1510.

MLA Handbook (7th Edition):

Varuso, Richard James. “Influence of unstable soil movement on pile-founded concrete floodwalls and a resulting design methodology.” 2010. Web. 04 Apr 2020.

Vancouver:

Varuso RJ. Influence of unstable soil movement on pile-founded concrete floodwalls and a resulting design methodology. [Internet] [Doctoral dissertation]. Louisiana State University; 2010. [cited 2020 Apr 04]. Available from: etd-04192010-093617 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1510.

Council of Science Editors:

Varuso RJ. Influence of unstable soil movement on pile-founded concrete floodwalls and a resulting design methodology. [Doctoral Dissertation]. Louisiana State University; 2010. Available from: etd-04192010-093617 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1510

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