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You searched for subject:(Rock mechanics). Showing records 1 – 30 of 403 total matches.

[1] [2] [3] [4] [5] … [14]

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University of Johannesburg

1. Adams, Graham Richard. A study of fractures formed in the rock around an opening made by a reef boring machine.

Degree: 2014, University of Johannesburg

M.Sc. (Geology)

The purpose of this work was to attempt to understand the behaviour of the ground around a series of holes bored in gold… (more)

Subjects/Keywords: Wells; Rock pressure; Rock mechanics

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

APA (6th Edition):

Adams, G. R. (2014). A study of fractures formed in the rock around an opening made by a reef boring machine. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/10891

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):

Adams, Graham Richard. “A study of fractures formed in the rock around an opening made by a reef boring machine.” 2014. Thesis, University of Johannesburg. Accessed January 25, 2020. http://hdl.handle.net/10210/10891.

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

MLA Handbook (7th Edition):

Adams, Graham Richard. “A study of fractures formed in the rock around an opening made by a reef boring machine.” 2014. Web. 25 Jan 2020.

Vancouver:

Adams GR. A study of fractures formed in the rock around an opening made by a reef boring machine. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10210/10891.

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

Council of Science Editors:

Adams GR. A study of fractures formed in the rock around an opening made by a reef boring machine. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/10891

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


University of Hong Kong

2. 周建梅; Zhou, Jianmei. The effects of joints on rock masses under blast-induced vibrations.

Degree: PhD, 2016, University of Hong Kong

Explosive controlled blasting is an effective method in underground construction for rock breakage in the utilization of urban underground space. At the same time, the… (more)

Subjects/Keywords: Rock mechanics; Blasting

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APA (6th Edition):

周建梅; Zhou, J. (2016). The effects of joints on rock masses under blast-induced vibrations. (Doctoral Dissertation). University of Hong Kong. Retrieved from Zhou, J. [周建梅]. (2016). The effects of joints on rock masses under blast-induced vibrations. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5736694 ; http://hdl.handle.net/10722/225223

Chicago Manual of Style (16th Edition):

周建梅; Zhou, Jianmei. “The effects of joints on rock masses under blast-induced vibrations.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed January 25, 2020. Zhou, J. [周建梅]. (2016). The effects of joints on rock masses under blast-induced vibrations. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5736694 ; http://hdl.handle.net/10722/225223.

MLA Handbook (7th Edition):

周建梅; Zhou, Jianmei. “The effects of joints on rock masses under blast-induced vibrations.” 2016. Web. 25 Jan 2020.

Vancouver:

周建梅; Zhou J. The effects of joints on rock masses under blast-induced vibrations. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2020 Jan 25]. Available from: Zhou, J. [周建梅]. (2016). The effects of joints on rock masses under blast-induced vibrations. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5736694 ; http://hdl.handle.net/10722/225223.

Council of Science Editors:

周建梅; Zhou J. The effects of joints on rock masses under blast-induced vibrations. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: Zhou, J. [周建梅]. (2016). The effects of joints on rock masses under blast-induced vibrations. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5736694 ; http://hdl.handle.net/10722/225223


University of Hong Kong

3. Ho, Cheuk-wing, Samantha. Analysis on quantitative data of discontinuities : automatic clustering & spacing distribution.

Degree: MS, 2017, University of Hong Kong

A study of quantitative data of discontinuities has been carried out to investigate more on joint orientation clustering and analyze the distribution of joint spacing.… (more)

Subjects/Keywords: Cluster analysis; Rock mechanics

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APA (6th Edition):

Ho, Cheuk-wing, S. (2017). Analysis on quantitative data of discontinuities : automatic clustering & spacing distribution. (Masters Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/251995

Chicago Manual of Style (16th Edition):

Ho, Cheuk-wing, Samantha. “Analysis on quantitative data of discontinuities : automatic clustering & spacing distribution.” 2017. Masters Thesis, University of Hong Kong. Accessed January 25, 2020. http://hdl.handle.net/10722/251995.

MLA Handbook (7th Edition):

Ho, Cheuk-wing, Samantha. “Analysis on quantitative data of discontinuities : automatic clustering & spacing distribution.” 2017. Web. 25 Jan 2020.

Vancouver:

Ho, Cheuk-wing S. Analysis on quantitative data of discontinuities : automatic clustering & spacing distribution. [Internet] [Masters thesis]. University of Hong Kong; 2017. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10722/251995.

Council of Science Editors:

Ho, Cheuk-wing S. Analysis on quantitative data of discontinuities : automatic clustering & spacing distribution. [Masters Thesis]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/251995


University of Hong Kong

4. 段抗; Duan, Kang. Micromechanical modeling of inherently anisotropic rock and its application in borehole breakout analyses.

Degree: PhD, 2016, University of Hong Kong

 Excavation of boreholes, tunnels, caverns and underground galleries in anisotropic rock usually has a higher risk of failure than in isotropic rock since beddings act… (more)

Subjects/Keywords: Rock mechanics - Mathematical models

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APA (6th Edition):

段抗; Duan, K. (2016). Micromechanical modeling of inherently anisotropic rock and its application in borehole breakout analyses. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235889

Chicago Manual of Style (16th Edition):

段抗; Duan, Kang. “Micromechanical modeling of inherently anisotropic rock and its application in borehole breakout analyses.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed January 25, 2020. http://hdl.handle.net/10722/235889.

MLA Handbook (7th Edition):

段抗; Duan, Kang. “Micromechanical modeling of inherently anisotropic rock and its application in borehole breakout analyses.” 2016. Web. 25 Jan 2020.

Vancouver:

段抗; Duan K. Micromechanical modeling of inherently anisotropic rock and its application in borehole breakout analyses. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10722/235889.

Council of Science Editors:

段抗; Duan K. Micromechanical modeling of inherently anisotropic rock and its application in borehole breakout analyses. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235889


University of Zambia

5. Hakakwale, Bornwell. Examinantion of the geological set up and rock mass characteristics of Nchanga underground Mine in order to optimize draw of' the Feldspathic-Quartzite'(TFQ) Ore in the caved areas .

Degree: 2014, University of Zambia

 Nchanga Underground Mine applies a variant of block cave mining to exploit the massive copper ore deposits with generally low ore grades fairly distributed within… (more)

Subjects/Keywords: Rock Mechanics; Mining Engineering

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APA (6th Edition):

Hakakwale, B. (2014). Examinantion of the geological set up and rock mass characteristics of Nchanga underground Mine in order to optimize draw of' the Feldspathic-Quartzite'(TFQ) Ore in the caved areas . (Thesis). University of Zambia. Retrieved from http://hdl.handle.net/123456789/3192

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):

Hakakwale, Bornwell. “Examinantion of the geological set up and rock mass characteristics of Nchanga underground Mine in order to optimize draw of' the Feldspathic-Quartzite'(TFQ) Ore in the caved areas .” 2014. Thesis, University of Zambia. Accessed January 25, 2020. http://hdl.handle.net/123456789/3192.

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

MLA Handbook (7th Edition):

Hakakwale, Bornwell. “Examinantion of the geological set up and rock mass characteristics of Nchanga underground Mine in order to optimize draw of' the Feldspathic-Quartzite'(TFQ) Ore in the caved areas .” 2014. Web. 25 Jan 2020.

Vancouver:

Hakakwale B. Examinantion of the geological set up and rock mass characteristics of Nchanga underground Mine in order to optimize draw of' the Feldspathic-Quartzite'(TFQ) Ore in the caved areas . [Internet] [Thesis]. University of Zambia; 2014. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/123456789/3192.

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

Council of Science Editors:

Hakakwale B. Examinantion of the geological set up and rock mass characteristics of Nchanga underground Mine in order to optimize draw of' the Feldspathic-Quartzite'(TFQ) Ore in the caved areas . [Thesis]. University of Zambia; 2014. Available from: http://hdl.handle.net/123456789/3192

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


University of Oklahoma

6. Martinez, David. FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS.

Degree: PhD, 2012, University of Oklahoma

 The results of this study suggest that conventional simulation models ignore mechanisms that control hydraulic fracture propagation in poorly consolidated formations. Principally, the assumption of… (more)

Subjects/Keywords: Hydraulic fracturing; Rock mechanics

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

APA (6th Edition):

Martinez, D. (2012). FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319537

Chicago Manual of Style (16th Edition):

Martinez, David. “FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS.” 2012. Doctoral Dissertation, University of Oklahoma. Accessed January 25, 2020. http://hdl.handle.net/11244/319537.

MLA Handbook (7th Edition):

Martinez, David. “FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS.” 2012. Web. 25 Jan 2020.

Vancouver:

Martinez D. FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2012. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/11244/319537.

Council of Science Editors:

Martinez D. FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS. [Doctoral Dissertation]. University of Oklahoma; 2012. Available from: http://hdl.handle.net/11244/319537


University of Oklahoma

7. Martinez, David. FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS.

Degree: PhD, 2012, University of Oklahoma

 The results of this study suggest that conventional simulation models ignore mechanisms that control hydraulic fracture propagation in poorly consolidated formations. Principally, the assumption of… (more)

Subjects/Keywords: Hydraulic fracturing; Rock mechanics

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APA (6th Edition):

Martinez, D. (2012). FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/318587

Chicago Manual of Style (16th Edition):

Martinez, David. “FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS.” 2012. Doctoral Dissertation, University of Oklahoma. Accessed January 25, 2020. http://hdl.handle.net/11244/318587.

MLA Handbook (7th Edition):

Martinez, David. “FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS.” 2012. Web. 25 Jan 2020.

Vancouver:

Martinez D. FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2012. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/11244/318587.

Council of Science Editors:

Martinez D. FUNDAMENTAL HYDRAULIC FRACTURING CONCEPTS FOR POORLY CONSOLIDATED FORMATIONS. [Doctoral Dissertation]. University of Oklahoma; 2012. Available from: http://hdl.handle.net/11244/318587


University of Arizona

8. Itani, Fawzi Saadeddine, 1954-. The application of electrostatic techniques to the analysis of pre-fracture phenomena in rocks .

Degree: 1978, University of Arizona

Subjects/Keywords: Rock mechanics.

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APA (6th Edition):

Itani, Fawzi Saadeddine, 1. (1978). The application of electrostatic techniques to the analysis of pre-fracture phenomena in rocks . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/348299

Chicago Manual of Style (16th Edition):

Itani, Fawzi Saadeddine, 1954-. “The application of electrostatic techniques to the analysis of pre-fracture phenomena in rocks .” 1978. Masters Thesis, University of Arizona. Accessed January 25, 2020. http://hdl.handle.net/10150/348299.

MLA Handbook (7th Edition):

Itani, Fawzi Saadeddine, 1954-. “The application of electrostatic techniques to the analysis of pre-fracture phenomena in rocks .” 1978. Web. 25 Jan 2020.

Vancouver:

Itani, Fawzi Saadeddine 1. The application of electrostatic techniques to the analysis of pre-fracture phenomena in rocks . [Internet] [Masters thesis]. University of Arizona; 1978. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10150/348299.

Council of Science Editors:

Itani, Fawzi Saadeddine 1. The application of electrostatic techniques to the analysis of pre-fracture phenomena in rocks . [Masters Thesis]. University of Arizona; 1978. Available from: http://hdl.handle.net/10150/348299


The Ohio State University

9. Mahban, Hossein. Rock behavior under impulsive loading.

Degree: PhD, Graduate School, 1970, The Ohio State University

Subjects/Keywords: Education; Rock mechanics

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APA (6th Edition):

Mahban, H. (1970). Rock behavior under impulsive loading. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu148665886744693

Chicago Manual of Style (16th Edition):

Mahban, Hossein. “Rock behavior under impulsive loading.” 1970. Doctoral Dissertation, The Ohio State University. Accessed January 25, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu148665886744693.

MLA Handbook (7th Edition):

Mahban, Hossein. “Rock behavior under impulsive loading.” 1970. Web. 25 Jan 2020.

Vancouver:

Mahban H. Rock behavior under impulsive loading. [Internet] [Doctoral dissertation]. The Ohio State University; 1970. [cited 2020 Jan 25]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu148665886744693.

Council of Science Editors:

Mahban H. Rock behavior under impulsive loading. [Doctoral Dissertation]. The Ohio State University; 1970. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu148665886744693


University of Newcastle upon Tyne

10. Fahimifar, Ahmad. Experimental investigations on the mechanical properties of rocks containing a single discontinuity.

Degree: PhD, 1990, University of Newcastle upon Tyne

 An extensive experimental programme was undertaken to investigate the strength and deformational characteristics of six rock types containing a single joint under various loading and… (more)

Subjects/Keywords: 551; Rock mechanics

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APA (6th Edition):

Fahimifar, A. (1990). Experimental investigations on the mechanical properties of rocks containing a single discontinuity. (Doctoral Dissertation). University of Newcastle upon Tyne. Retrieved from http://hdl.handle.net/10443/3603

Chicago Manual of Style (16th Edition):

Fahimifar, Ahmad. “Experimental investigations on the mechanical properties of rocks containing a single discontinuity.” 1990. Doctoral Dissertation, University of Newcastle upon Tyne. Accessed January 25, 2020. http://hdl.handle.net/10443/3603.

MLA Handbook (7th Edition):

Fahimifar, Ahmad. “Experimental investigations on the mechanical properties of rocks containing a single discontinuity.” 1990. Web. 25 Jan 2020.

Vancouver:

Fahimifar A. Experimental investigations on the mechanical properties of rocks containing a single discontinuity. [Internet] [Doctoral dissertation]. University of Newcastle upon Tyne; 1990. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10443/3603.

Council of Science Editors:

Fahimifar A. Experimental investigations on the mechanical properties of rocks containing a single discontinuity. [Doctoral Dissertation]. University of Newcastle upon Tyne; 1990. Available from: http://hdl.handle.net/10443/3603

11. Κροκίδης, Σπύρος. Ευστάθεια υψηλών πρανών στο Φλύσχη: Η περίπτωση του δεξιού (βορείου) αντερείσματος του φράγματος Μόρνου.

Degree: 2013, University of Patras

 Σκοπός της παρούσας μεταπτυχιακής διατριβής είναι η ανάλυση της ευστάθειας του δεξίου αντερείσματος του φράγματος του Μόρνου, στο νομό Φωκίδας με τον υπολογισμό του συντελεστή… (more)

Subjects/Keywords: Φράγματα; Βραχομηχανική; Μόρνος; 627.81; Dams; Rock mechanics

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APA (6th Edition):

Κροκίδης, . (2013). Ευστάθεια υψηλών πρανών στο Φλύσχη: Η περίπτωση του δεξιού (βορείου) αντερείσματος του φράγματος Μόρνου. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/7235

Chicago Manual of Style (16th Edition):

Κροκίδης, Σπύρος. “Ευστάθεια υψηλών πρανών στο Φλύσχη: Η περίπτωση του δεξιού (βορείου) αντερείσματος του φράγματος Μόρνου.” 2013. Masters Thesis, University of Patras. Accessed January 25, 2020. http://hdl.handle.net/10889/7235.

MLA Handbook (7th Edition):

Κροκίδης, Σπύρος. “Ευστάθεια υψηλών πρανών στο Φλύσχη: Η περίπτωση του δεξιού (βορείου) αντερείσματος του φράγματος Μόρνου.” 2013. Web. 25 Jan 2020.

Vancouver:

Κροκίδης . Ευστάθεια υψηλών πρανών στο Φλύσχη: Η περίπτωση του δεξιού (βορείου) αντερείσματος του φράγματος Μόρνου. [Internet] [Masters thesis]. University of Patras; 2013. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10889/7235.

Council of Science Editors:

Κροκίδης . Ευστάθεια υψηλών πρανών στο Φλύσχη: Η περίπτωση του δεξιού (βορείου) αντερείσματος του φράγματος Μόρνου. [Masters Thesis]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/7235

12. Μπλάνα, Μαρία. Ευστάθεια υψηλών πρανών πάνω στο Φλύσχη: Η περίπτωση του αριστερού (νοτίου) αντερείσματος του φράγματος του Μόρνου.

Degree: 2013, University of Patras

 Η παρούσα Διατριβή Διπλώματος Ειδίκευσης πραγματεύεται την ανάλυση της ευστάθειας του αριστερού (νότιου) αντερείσματος του φράγματος του Μόρνου. Σκοπός της εργασίας η οποία πραγματοποιήθηκε στα… (more)

Subjects/Keywords: Φράγματα; Βραχομηχανική; Μόρνος; 627.81; Dams; Rock mechanics

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APA (6th Edition):

Μπλάνα, . (2013). Ευστάθεια υψηλών πρανών πάνω στο Φλύσχη: Η περίπτωση του αριστερού (νοτίου) αντερείσματος του φράγματος του Μόρνου. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/7236

Chicago Manual of Style (16th Edition):

Μπλάνα, Μαρία. “Ευστάθεια υψηλών πρανών πάνω στο Φλύσχη: Η περίπτωση του αριστερού (νοτίου) αντερείσματος του φράγματος του Μόρνου.” 2013. Masters Thesis, University of Patras. Accessed January 25, 2020. http://hdl.handle.net/10889/7236.

MLA Handbook (7th Edition):

Μπλάνα, Μαρία. “Ευστάθεια υψηλών πρανών πάνω στο Φλύσχη: Η περίπτωση του αριστερού (νοτίου) αντερείσματος του φράγματος του Μόρνου.” 2013. Web. 25 Jan 2020.

Vancouver:

Μπλάνα . Ευστάθεια υψηλών πρανών πάνω στο Φλύσχη: Η περίπτωση του αριστερού (νοτίου) αντερείσματος του φράγματος του Μόρνου. [Internet] [Masters thesis]. University of Patras; 2013. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10889/7236.

Council of Science Editors:

Μπλάνα . Ευστάθεια υψηλών πρανών πάνω στο Φλύσχη: Η περίπτωση του αριστερού (νοτίου) αντερείσματος του φράγματος του Μόρνου. [Masters Thesis]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/7236


University of Johannesburg

13. Hagan, Terence O'Neill. The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope.

Degree: 2014, University of Johannesburg

M.Sc. (Geology)

Analyses show that the effect of inter-panel lag on hanging wall instability is an important factor affecting rock-fall accidents and production losses in… (more)

Subjects/Keywords: Fractures (Geology); Mining geology; Rock mechanics

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APA (6th Edition):

Hagan, T. O. (2014). The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/10836

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):

Hagan, Terence O'Neill. “The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope.” 2014. Thesis, University of Johannesburg. Accessed January 25, 2020. http://hdl.handle.net/10210/10836.

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

MLA Handbook (7th Edition):

Hagan, Terence O'Neill. “The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope.” 2014. Web. 25 Jan 2020.

Vancouver:

Hagan TO. The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10210/10836.

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

Council of Science Editors:

Hagan TO. The influence of inter-panel lag length on the development of mining-induced fractures in and around a deep level longwall stope. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/10836

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


University of Saskatchewan

14. neely, darren. Failure mechanism of resin anchored rebar in potash.

Degree: 2014, University of Saskatchewan

 The use of reinforcing bar (rebar) anchored with resin is a common method of rock support in both hard and soft rock mining. The average… (more)

Subjects/Keywords: mining; rock mechanics; ground support; rebar; potash

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APA (6th Edition):

neely, d. (2014). Failure mechanism of resin anchored rebar in potash. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-07-1618

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):

neely, darren. “Failure mechanism of resin anchored rebar in potash.” 2014. Thesis, University of Saskatchewan. Accessed January 25, 2020. http://hdl.handle.net/10388/ETD-2014-07-1618.

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

MLA Handbook (7th Edition):

neely, darren. “Failure mechanism of resin anchored rebar in potash.” 2014. Web. 25 Jan 2020.

Vancouver:

neely d. Failure mechanism of resin anchored rebar in potash. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10388/ETD-2014-07-1618.

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

Council of Science Editors:

neely d. Failure mechanism of resin anchored rebar in potash. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-07-1618

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


McGill University

15. Peck, Jonathan Philip. Application of drill monitoring to rock mass characterization.

Degree: M. Eng., Department of Mining and Metallurgical Engineering., 1986, McGill University

Subjects/Keywords: Boring; Rock mechanics

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APA (6th Edition):

Peck, J. P. (1986). Application of drill monitoring to rock mass characterization. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile65440.pdf

Chicago Manual of Style (16th Edition):

Peck, Jonathan Philip. “Application of drill monitoring to rock mass characterization.” 1986. Masters Thesis, McGill University. Accessed January 25, 2020. http://digitool.library.mcgill.ca/thesisfile65440.pdf.

MLA Handbook (7th Edition):

Peck, Jonathan Philip. “Application of drill monitoring to rock mass characterization.” 1986. Web. 25 Jan 2020.

Vancouver:

Peck JP. Application of drill monitoring to rock mass characterization. [Internet] [Masters thesis]. McGill University; 1986. [cited 2020 Jan 25]. Available from: http://digitool.library.mcgill.ca/thesisfile65440.pdf.

Council of Science Editors:

Peck JP. Application of drill monitoring to rock mass characterization. [Masters Thesis]. McGill University; 1986. Available from: http://digitool.library.mcgill.ca/thesisfile65440.pdf

16. Dyke, Christopher George. In situ stress indicators for rock at great depth.

Degree: PhD, 1988, Imperial College London

Subjects/Keywords: 551; Rock mechanics

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APA (6th Edition):

Dyke, C. G. (1988). In situ stress indicators for rock at great depth. (Doctoral Dissertation). Imperial College London. Retrieved from http://hdl.handle.net/10044/1/8231

Chicago Manual of Style (16th Edition):

Dyke, Christopher George. “In situ stress indicators for rock at great depth.” 1988. Doctoral Dissertation, Imperial College London. Accessed January 25, 2020. http://hdl.handle.net/10044/1/8231.

MLA Handbook (7th Edition):

Dyke, Christopher George. “In situ stress indicators for rock at great depth.” 1988. Web. 25 Jan 2020.

Vancouver:

Dyke CG. In situ stress indicators for rock at great depth. [Internet] [Doctoral dissertation]. Imperial College London; 1988. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10044/1/8231.

Council of Science Editors:

Dyke CG. In situ stress indicators for rock at great depth. [Doctoral Dissertation]. Imperial College London; 1988. Available from: http://hdl.handle.net/10044/1/8231


University of Melbourne

17. Baczynski, Norbert Richard Przemyslaw. Rock mass characterization and its application to assessment of unsupported underground openings.

Degree: 1980, University of Melbourne

 The research study centres on the stability assessment of unsupported, sub-level open stopes located within the silver-lead-zinc orebodies at the Mount Isa Mine in Queensland,… (more)

Subjects/Keywords: rock; testing; mechanics

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APA (6th Edition):

Baczynski, N. R. P. (1980). Rock mass characterization and its application to assessment of unsupported underground openings. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/35714

Chicago Manual of Style (16th Edition):

Baczynski, Norbert Richard Przemyslaw. “Rock mass characterization and its application to assessment of unsupported underground openings.” 1980. Doctoral Dissertation, University of Melbourne. Accessed January 25, 2020. http://hdl.handle.net/11343/35714.

MLA Handbook (7th Edition):

Baczynski, Norbert Richard Przemyslaw. “Rock mass characterization and its application to assessment of unsupported underground openings.” 1980. Web. 25 Jan 2020.

Vancouver:

Baczynski NRP. Rock mass characterization and its application to assessment of unsupported underground openings. [Internet] [Doctoral dissertation]. University of Melbourne; 1980. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/11343/35714.

Council of Science Editors:

Baczynski NRP. Rock mass characterization and its application to assessment of unsupported underground openings. [Doctoral Dissertation]. University of Melbourne; 1980. Available from: http://hdl.handle.net/11343/35714


University of Houston

18. -4429-076X. An Investigation of Static and Dynamic Data Using Multistage Triaxial Tests.

Degree: Petroleum Engineering, Department of, 2016, University of Houston

 The focus of this work is to develop an improved understanding of the relationship between static and dynamic data. “Static” data is defined as the… (more)

Subjects/Keywords: Static; Dynamic; Modulus; Triaxial; Rock Mechanics

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APA (6th Edition):

-4429-076X. (2016). An Investigation of Static and Dynamic Data Using Multistage Triaxial Tests. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3206

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

Chicago Manual of Style (16th Edition):

-4429-076X. “An Investigation of Static and Dynamic Data Using Multistage Triaxial Tests.” 2016. Thesis, University of Houston. Accessed January 25, 2020. http://hdl.handle.net/10657/3206.

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

MLA Handbook (7th Edition):

-4429-076X. “An Investigation of Static and Dynamic Data Using Multistage Triaxial Tests.” 2016. Web. 25 Jan 2020.

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

Vancouver:

-4429-076X. An Investigation of Static and Dynamic Data Using Multistage Triaxial Tests. [Internet] [Thesis]. University of Houston; 2016. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10657/3206.

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

Council of Science Editors:

-4429-076X. An Investigation of Static and Dynamic Data Using Multistage Triaxial Tests. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3206

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

19. McConnell, Brian James. Factors controlling sandstone strength and deformability in uniaxial compression.

Degree: PhD, 1989, University of Bristol

Subjects/Keywords: 551; Rock mechanics

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APA (6th Edition):

McConnell, B. J. (1989). Factors controlling sandstone strength and deformability in uniaxial compression. (Doctoral Dissertation). University of Bristol. Retrieved from http://hdl.handle.net/1983/2fde6a20-8069-4e9e-beb9-2c0b867385de

Chicago Manual of Style (16th Edition):

McConnell, Brian James. “Factors controlling sandstone strength and deformability in uniaxial compression.” 1989. Doctoral Dissertation, University of Bristol. Accessed January 25, 2020. http://hdl.handle.net/1983/2fde6a20-8069-4e9e-beb9-2c0b867385de.

MLA Handbook (7th Edition):

McConnell, Brian James. “Factors controlling sandstone strength and deformability in uniaxial compression.” 1989. Web. 25 Jan 2020.

Vancouver:

McConnell BJ. Factors controlling sandstone strength and deformability in uniaxial compression. [Internet] [Doctoral dissertation]. University of Bristol; 1989. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1983/2fde6a20-8069-4e9e-beb9-2c0b867385de.

Council of Science Editors:

McConnell BJ. Factors controlling sandstone strength and deformability in uniaxial compression. [Doctoral Dissertation]. University of Bristol; 1989. Available from: http://hdl.handle.net/1983/2fde6a20-8069-4e9e-beb9-2c0b867385de


University of Wollongong

20. Nourifard, Nazanin. Permeability of sandstone and coal samples subjected to confining pressure.

Degree: M. Phil., Faculty of Engineering and Information Sciences, 2014, University of Wollongong

  Permeability of rock is the ability of transmitting the fluid flow through the rock body. It can be affected mainly by rock structure and… (more)

Subjects/Keywords: permeability; sandstone; coal; confining pressure; rock mechanics

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APA (6th Edition):

Nourifard, N. (2014). Permeability of sandstone and coal samples subjected to confining pressure. (Masters Thesis). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4175

Chicago Manual of Style (16th Edition):

Nourifard, Nazanin. “Permeability of sandstone and coal samples subjected to confining pressure.” 2014. Masters Thesis, University of Wollongong. Accessed January 25, 2020. ; https://ro.uow.edu.au/theses/4175.

MLA Handbook (7th Edition):

Nourifard, Nazanin. “Permeability of sandstone and coal samples subjected to confining pressure.” 2014. Web. 25 Jan 2020.

Vancouver:

Nourifard N. Permeability of sandstone and coal samples subjected to confining pressure. [Internet] [Masters thesis]. University of Wollongong; 2014. [cited 2020 Jan 25]. Available from: ; https://ro.uow.edu.au/theses/4175.

Council of Science Editors:

Nourifard N. Permeability of sandstone and coal samples subjected to confining pressure. [Masters Thesis]. University of Wollongong; 2014. Available from: ; https://ro.uow.edu.au/theses/4175


University of Newcastle upon Tyne

21. Fahimifar, Ahmad. Experimental investigations on the mechanical properties of rocks containing a single discontinuity.

Degree: PhD, 1990, University of Newcastle upon Tyne

 An extensive experimental programme was undertaken to investigate the strength and deformational characteristics of six rock types containing a single joint under various loading and… (more)

Subjects/Keywords: 551; Rock mechanics

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APA (6th Edition):

Fahimifar, A. (1990). Experimental investigations on the mechanical properties of rocks containing a single discontinuity. (Doctoral Dissertation). University of Newcastle upon Tyne. Retrieved from http://theses.ncl.ac.uk/jspui/handle/10443/3603 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309003

Chicago Manual of Style (16th Edition):

Fahimifar, Ahmad. “Experimental investigations on the mechanical properties of rocks containing a single discontinuity.” 1990. Doctoral Dissertation, University of Newcastle upon Tyne. Accessed January 25, 2020. http://theses.ncl.ac.uk/jspui/handle/10443/3603 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309003.

MLA Handbook (7th Edition):

Fahimifar, Ahmad. “Experimental investigations on the mechanical properties of rocks containing a single discontinuity.” 1990. Web. 25 Jan 2020.

Vancouver:

Fahimifar A. Experimental investigations on the mechanical properties of rocks containing a single discontinuity. [Internet] [Doctoral dissertation]. University of Newcastle upon Tyne; 1990. [cited 2020 Jan 25]. Available from: http://theses.ncl.ac.uk/jspui/handle/10443/3603 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309003.

Council of Science Editors:

Fahimifar A. Experimental investigations on the mechanical properties of rocks containing a single discontinuity. [Doctoral Dissertation]. University of Newcastle upon Tyne; 1990. Available from: http://theses.ncl.ac.uk/jspui/handle/10443/3603 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309003


University of Arizona

22. Finley, Ray Edward, 1956-. DESIGN OF TUNNELS IN ROCK USING STRAIN ENERGY AND LIMIT STATE CONCEPTS.

Degree: 1986, University of Arizona

Subjects/Keywords: Tunneling.; Rock mechanics.

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APA (6th Edition):

Finley, Ray Edward, 1. (1986). DESIGN OF TUNNELS IN ROCK USING STRAIN ENERGY AND LIMIT STATE CONCEPTS. (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/275491

Chicago Manual of Style (16th Edition):

Finley, Ray Edward, 1956-. “DESIGN OF TUNNELS IN ROCK USING STRAIN ENERGY AND LIMIT STATE CONCEPTS. ” 1986. Masters Thesis, University of Arizona. Accessed January 25, 2020. http://hdl.handle.net/10150/275491.

MLA Handbook (7th Edition):

Finley, Ray Edward, 1956-. “DESIGN OF TUNNELS IN ROCK USING STRAIN ENERGY AND LIMIT STATE CONCEPTS. ” 1986. Web. 25 Jan 2020.

Vancouver:

Finley, Ray Edward 1. DESIGN OF TUNNELS IN ROCK USING STRAIN ENERGY AND LIMIT STATE CONCEPTS. [Internet] [Masters thesis]. University of Arizona; 1986. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10150/275491.

Council of Science Editors:

Finley, Ray Edward 1. DESIGN OF TUNNELS IN ROCK USING STRAIN ENERGY AND LIMIT STATE CONCEPTS. [Masters Thesis]. University of Arizona; 1986. Available from: http://hdl.handle.net/10150/275491


Colorado School of Mines

23. Butt, Awais. Ultrasonic velocity tomography method for damage evaluation in rocks.

Degree: MS(M.S.), Civil and Environmental Engineering, 2019, Colorado School of Mines

 The naturally occurring fractures and discontinuities have a significant influence on the mechanical and hydraulic properties of rocks and various engineering problems such as reservoir… (more)

Subjects/Keywords: Damage characterization; Rock mechanics; Geophysics; Brittle rocks

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APA (6th Edition):

Butt, A. (2019). Ultrasonic velocity tomography method for damage evaluation in rocks. (Masters Thesis). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/173289

Chicago Manual of Style (16th Edition):

Butt, Awais. “Ultrasonic velocity tomography method for damage evaluation in rocks.” 2019. Masters Thesis, Colorado School of Mines. Accessed January 25, 2020. http://hdl.handle.net/11124/173289.

MLA Handbook (7th Edition):

Butt, Awais. “Ultrasonic velocity tomography method for damage evaluation in rocks.” 2019. Web. 25 Jan 2020.

Vancouver:

Butt A. Ultrasonic velocity tomography method for damage evaluation in rocks. [Internet] [Masters thesis]. Colorado School of Mines; 2019. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/11124/173289.

Council of Science Editors:

Butt A. Ultrasonic velocity tomography method for damage evaluation in rocks. [Masters Thesis]. Colorado School of Mines; 2019. Available from: http://hdl.handle.net/11124/173289


University of Utah

24. Thompson, Joshua Caine. Chemo-mechanical effects on rock strength, Young's modulus and poisson's ratio.

Degree: MS;, Chemical Engineering;, 2010, University of Utah

 The effect of fluids on rock strength, Young’s Modulus and Poisson’s Ratio is complicated and not well understood. However, many applications involving rock-fluid interactions are… (more)

Subjects/Keywords: Poisson's ratio; Rock fluid interactions; Rock mechanics; Strength alteration; Young's modulus

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APA (6th Edition):

Thompson, J. C. (2010). Chemo-mechanical effects on rock strength, Young's modulus and poisson's ratio. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1051/rec/204

Chicago Manual of Style (16th Edition):

Thompson, Joshua Caine. “Chemo-mechanical effects on rock strength, Young's modulus and poisson's ratio.” 2010. Masters Thesis, University of Utah. Accessed January 25, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1051/rec/204.

MLA Handbook (7th Edition):

Thompson, Joshua Caine. “Chemo-mechanical effects on rock strength, Young's modulus and poisson's ratio.” 2010. Web. 25 Jan 2020.

Vancouver:

Thompson JC. Chemo-mechanical effects on rock strength, Young's modulus and poisson's ratio. [Internet] [Masters thesis]. University of Utah; 2010. [cited 2020 Jan 25]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1051/rec/204.

Council of Science Editors:

Thompson JC. Chemo-mechanical effects on rock strength, Young's modulus and poisson's ratio. [Masters Thesis]. University of Utah; 2010. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1051/rec/204


University of Arizona

25. Erwin, James Walter, 1946-. DEFORMATION OF ROCK FOUNDATIONS UNDER HEAVY LOADS .

Degree: 1975, University of Arizona

Subjects/Keywords: Rock deformation.; Rock mechanics.; Foundations.

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APA (6th Edition):

Erwin, James Walter, 1. (1975). DEFORMATION OF ROCK FOUNDATIONS UNDER HEAVY LOADS . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/290388

Chicago Manual of Style (16th Edition):

Erwin, James Walter, 1946-. “DEFORMATION OF ROCK FOUNDATIONS UNDER HEAVY LOADS .” 1975. Doctoral Dissertation, University of Arizona. Accessed January 25, 2020. http://hdl.handle.net/10150/290388.

MLA Handbook (7th Edition):

Erwin, James Walter, 1946-. “DEFORMATION OF ROCK FOUNDATIONS UNDER HEAVY LOADS .” 1975. Web. 25 Jan 2020.

Vancouver:

Erwin, James Walter 1. DEFORMATION OF ROCK FOUNDATIONS UNDER HEAVY LOADS . [Internet] [Doctoral dissertation]. University of Arizona; 1975. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10150/290388.

Council of Science Editors:

Erwin, James Walter 1. DEFORMATION OF ROCK FOUNDATIONS UNDER HEAVY LOADS . [Doctoral Dissertation]. University of Arizona; 1975. Available from: http://hdl.handle.net/10150/290388


University of Toronto

26. Zhou, Hongyuan. Scratching the Surface: Shear Dilation of Rock Joints Based on Quantified Surface Description.

Degree: 2019, University of Toronto

In rock joints, the shear dilation deformation is heavily dependent on the details of the joint surfaces characterized by roughness. As a direct result of… (more)

Subjects/Keywords: dilation; in-elastic deformation; rock joint; rock mechanics; roughness; shear; 0543

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APA (6th Edition):

Zhou, H. (2019). Scratching the Surface: Shear Dilation of Rock Joints Based on Quantified Surface Description. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/98472

Chicago Manual of Style (16th Edition):

Zhou, Hongyuan. “Scratching the Surface: Shear Dilation of Rock Joints Based on Quantified Surface Description.” 2019. Masters Thesis, University of Toronto. Accessed January 25, 2020. http://hdl.handle.net/1807/98472.

MLA Handbook (7th Edition):

Zhou, Hongyuan. “Scratching the Surface: Shear Dilation of Rock Joints Based on Quantified Surface Description.” 2019. Web. 25 Jan 2020.

Vancouver:

Zhou H. Scratching the Surface: Shear Dilation of Rock Joints Based on Quantified Surface Description. [Internet] [Masters thesis]. University of Toronto; 2019. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1807/98472.

Council of Science Editors:

Zhou H. Scratching the Surface: Shear Dilation of Rock Joints Based on Quantified Surface Description. [Masters Thesis]. University of Toronto; 2019. Available from: http://hdl.handle.net/1807/98472


Hong Kong University of Science and Technology

27. Wu, Huanran CIVL. Multiscale modeling of localized deformation in high-porosity granular rocks.

Degree: 2018, Hong Kong University of Science and Technology

 High-porosity granular rocks are critical hosts worldwide for oils and gases, underground water storage, carbon-dioxide sequestration and radioactive waste disposal. Localized deformation bands, in particular… (more)

Subjects/Keywords: Rock mechanics ; Rock deformation ; Mathematical models ; Rocks ; Cracking ; Granulation

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APA (6th Edition):

Wu, H. C. (2018). Multiscale modeling of localized deformation in high-porosity granular rocks. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-95728 ; https://doi.org/10.14711/thesis-991012632568303412 ; http://repository.ust.hk/ir/bitstream/1783.1-95728/1/th_redirect.html

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):

Wu, Huanran CIVL. “Multiscale modeling of localized deformation in high-porosity granular rocks.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed January 25, 2020. http://repository.ust.hk/ir/Record/1783.1-95728 ; https://doi.org/10.14711/thesis-991012632568303412 ; http://repository.ust.hk/ir/bitstream/1783.1-95728/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Wu, Huanran CIVL. “Multiscale modeling of localized deformation in high-porosity granular rocks.” 2018. Web. 25 Jan 2020.

Vancouver:

Wu HC. Multiscale modeling of localized deformation in high-porosity granular rocks. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2020 Jan 25]. Available from: http://repository.ust.hk/ir/Record/1783.1-95728 ; https://doi.org/10.14711/thesis-991012632568303412 ; http://repository.ust.hk/ir/bitstream/1783.1-95728/1/th_redirect.html.

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

Council of Science Editors:

Wu HC. Multiscale modeling of localized deformation in high-porosity granular rocks. [Thesis]. Hong Kong University of Science and Technology; 2018. Available from: http://repository.ust.hk/ir/Record/1783.1-95728 ; https://doi.org/10.14711/thesis-991012632568303412 ; http://repository.ust.hk/ir/bitstream/1783.1-95728/1/th_redirect.html

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


Colorado School of Mines

28. Ali, Mohammad A. J. Correlations to predict and smooth pore volume compressibility from laboratory test measurements.

Degree: MS(M.S.), Petroleum Engineering, 2018, Colorado School of Mines

Subjects/Keywords: Rock mechanics; Rock mechanics  – Mathematical models

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APA (6th Edition):

Ali, M. A. J. (2018). Correlations to predict and smooth pore volume compressibility from laboratory test measurements. (Masters Thesis). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/172063

Chicago Manual of Style (16th Edition):

Ali, Mohammad A J. “Correlations to predict and smooth pore volume compressibility from laboratory test measurements.” 2018. Masters Thesis, Colorado School of Mines. Accessed January 25, 2020. http://hdl.handle.net/11124/172063.

MLA Handbook (7th Edition):

Ali, Mohammad A J. “Correlations to predict and smooth pore volume compressibility from laboratory test measurements.” 2018. Web. 25 Jan 2020.

Vancouver:

Ali MAJ. Correlations to predict and smooth pore volume compressibility from laboratory test measurements. [Internet] [Masters thesis]. Colorado School of Mines; 2018. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/11124/172063.

Council of Science Editors:

Ali MAJ. Correlations to predict and smooth pore volume compressibility from laboratory test measurements. [Masters Thesis]. Colorado School of Mines; 2018. Available from: http://hdl.handle.net/11124/172063

29. Abd Rahman, Junita. Relationship between decomposition level and induced solidification of peat based on laboratory investigation.

Degree: Fakulti Kejuruteraan Awam dan Alam Sekitar, 2015, Universiti Tun Hussein Onn Malaysia

 Over 60 % of Pontian district is covered by peat. Peat is considered as a poor quality soil for construction due to the high moisture… (more)

Subjects/Keywords: TA703-711 Engineering geology. Rock mechanics. Soil mechanics.

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APA (6th Edition):

Abd Rahman, J. (2015). Relationship between decomposition level and induced solidification of peat based on laboratory investigation. (Masters Thesis). Universiti Tun Hussein Onn Malaysia. Retrieved from http://eprints.uthm.edu.my/7003/

Chicago Manual of Style (16th Edition):

Abd Rahman, Junita. “Relationship between decomposition level and induced solidification of peat based on laboratory investigation.” 2015. Masters Thesis, Universiti Tun Hussein Onn Malaysia. Accessed January 25, 2020. http://eprints.uthm.edu.my/7003/.

MLA Handbook (7th Edition):

Abd Rahman, Junita. “Relationship between decomposition level and induced solidification of peat based on laboratory investigation.” 2015. Web. 25 Jan 2020.

Vancouver:

Abd Rahman J. Relationship between decomposition level and induced solidification of peat based on laboratory investigation. [Internet] [Masters thesis]. Universiti Tun Hussein Onn Malaysia; 2015. [cited 2020 Jan 25]. Available from: http://eprints.uthm.edu.my/7003/.

Council of Science Editors:

Abd Rahman J. Relationship between decomposition level and induced solidification of peat based on laboratory investigation. [Masters Thesis]. Universiti Tun Hussein Onn Malaysia; 2015. Available from: http://eprints.uthm.edu.my/7003/

30. Mohd Yusoff, Siti Aimi Nadia. Soil stabilization using lignin and bio-enzymes.

Degree: Fakulti Kejuruteraan Awam dan Alam Sekitar, 2015, Universiti Tun Hussein Onn Malaysia

 Common stabilization techniques for soils to improve strength and durability properties often rely on cement, lime, fly ash, and asphalt emulsion. Stabilization of soil with… (more)

Subjects/Keywords: TA703-711 Engineering geology. Rock mechanics. Soil mechanics.

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

APA (6th Edition):

Mohd Yusoff, S. A. N. (2015). Soil stabilization using lignin and bio-enzymes. (Masters Thesis). Universiti Tun Hussein Onn Malaysia. Retrieved from http://eprints.uthm.edu.my/7479/

Chicago Manual of Style (16th Edition):

Mohd Yusoff, Siti Aimi Nadia. “Soil stabilization using lignin and bio-enzymes.” 2015. Masters Thesis, Universiti Tun Hussein Onn Malaysia. Accessed January 25, 2020. http://eprints.uthm.edu.my/7479/.

MLA Handbook (7th Edition):

Mohd Yusoff, Siti Aimi Nadia. “Soil stabilization using lignin and bio-enzymes.” 2015. Web. 25 Jan 2020.

Vancouver:

Mohd Yusoff SAN. Soil stabilization using lignin and bio-enzymes. [Internet] [Masters thesis]. Universiti Tun Hussein Onn Malaysia; 2015. [cited 2020 Jan 25]. Available from: http://eprints.uthm.edu.my/7479/.

Council of Science Editors:

Mohd Yusoff SAN. Soil stabilization using lignin and bio-enzymes. [Masters Thesis]. Universiti Tun Hussein Onn Malaysia; 2015. Available from: http://eprints.uthm.edu.my/7479/

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