Advanced search options

Advanced Search Options 🞨

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

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"University of Arizona" +contributor:("Budhu, Muniram"). Showing records 1 – 15 of 15 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters

1. Adiyaman, Ibrahim Bahadir. Land Subsidence and Earth Fissures Due to Groundwater Pumping .

Degree: 2012, University of Arizona

 In this research, the fundamental mechanics for the changes in stresses and strains states due to groundwater pumping is formulated. This was accomplished by developing… (more)

Subjects/Keywords: Groundwater Pumping; InSAR; Land Subsidence; Civil Engineering; Earth Fissures; Finite Element

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Adiyaman, I. B. (2012). Land Subsidence and Earth Fissures Due to Groundwater Pumping . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/255159

Chicago Manual of Style (16th Edition):

Adiyaman, Ibrahim Bahadir. “Land Subsidence and Earth Fissures Due to Groundwater Pumping .” 2012. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/255159.

MLA Handbook (7th Edition):

Adiyaman, Ibrahim Bahadir. “Land Subsidence and Earth Fissures Due to Groundwater Pumping .” 2012. Web. 20 Aug 2019.

Vancouver:

Adiyaman IB. Land Subsidence and Earth Fissures Due to Groundwater Pumping . [Internet] [Doctoral dissertation]. University of Arizona; 2012. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/255159.

Council of Science Editors:

Adiyaman IB. Land Subsidence and Earth Fissures Due to Groundwater Pumping . [Doctoral Dissertation]. University of Arizona; 2012. Available from: http://hdl.handle.net/10150/255159


University of Arizona

2. Mooney, Dennis Todd, 1964-. Experimental and numerical study of the rod shear test for determining steel-sand interface behavior .

Degree: 1998, University of Arizona

 One laboratory technique to determine the unit side resistance of piles is the rod shear test. In a rod shear test a model pile is… (more)

Subjects/Keywords: Engineering; Civil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mooney, Dennis Todd, 1. (1998). Experimental and numerical study of the rod shear test for determining steel-sand interface behavior . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/282785

Chicago Manual of Style (16th Edition):

Mooney, Dennis Todd, 1964-. “Experimental and numerical study of the rod shear test for determining steel-sand interface behavior .” 1998. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/282785.

MLA Handbook (7th Edition):

Mooney, Dennis Todd, 1964-. “Experimental and numerical study of the rod shear test for determining steel-sand interface behavior .” 1998. Web. 20 Aug 2019.

Vancouver:

Mooney, Dennis Todd 1. Experimental and numerical study of the rod shear test for determining steel-sand interface behavior . [Internet] [Doctoral dissertation]. University of Arizona; 1998. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/282785.

Council of Science Editors:

Mooney, Dennis Todd 1. Experimental and numerical study of the rod shear test for determining steel-sand interface behavior . [Doctoral Dissertation]. University of Arizona; 1998. Available from: http://hdl.handle.net/10150/282785


University of Arizona

3. Gobin, Roger Siad, 1966-. Analysis of seepage erosion and stability problems in geomechanics .

Degree: 1996, University of Arizona

 In this study, a two dimensional finite element model is developed to analyze the effects of seepage and traction on slope stability. The finite element… (more)

Subjects/Keywords: Geotechnology.; Engineering, Civil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gobin, Roger Siad, 1. (1996). Analysis of seepage erosion and stability problems in geomechanics . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/282201

Chicago Manual of Style (16th Edition):

Gobin, Roger Siad, 1966-. “Analysis of seepage erosion and stability problems in geomechanics .” 1996. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/282201.

MLA Handbook (7th Edition):

Gobin, Roger Siad, 1966-. “Analysis of seepage erosion and stability problems in geomechanics .” 1996. Web. 20 Aug 2019.

Vancouver:

Gobin, Roger Siad 1. Analysis of seepage erosion and stability problems in geomechanics . [Internet] [Doctoral dissertation]. University of Arizona; 1996. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/282201.

Council of Science Editors:

Gobin, Roger Siad 1. Analysis of seepage erosion and stability problems in geomechanics . [Doctoral Dissertation]. University of Arizona; 1996. Available from: http://hdl.handle.net/10150/282201

4. Acharya, Anu. EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT AROUND A SERIES OF SPUR DIKES .

Degree: 2011, University of Arizona

 The intensive research on sediment transport indicates a need of an appropriate equation for predicting the total sediment load in rivers to manage reservoirs, operate… (more)

Subjects/Keywords: Acoustic doppler velocimeter; Local Scour; Sediment transport; Spur dike; total load equation; Turbulence; Flow-3D

University of Arizona Graduate College‟s Manual for Theses and Dissertations and is, therefore… …Civil Engineering and Engineering Mechanics Department at the University of Arizona. Three… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Acharya, A. (2011). EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT AROUND A SERIES OF SPUR DIKES . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/145391

Chicago Manual of Style (16th Edition):

Acharya, Anu. “EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT AROUND A SERIES OF SPUR DIKES .” 2011. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/145391.

MLA Handbook (7th Edition):

Acharya, Anu. “EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT AROUND A SERIES OF SPUR DIKES .” 2011. Web. 20 Aug 2019.

Vancouver:

Acharya A. EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT AROUND A SERIES OF SPUR DIKES . [Internet] [Doctoral dissertation]. University of Arizona; 2011. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/145391.

Council of Science Editors:

Acharya A. EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF FLOW AND SEDIMENT TRANSPORT AROUND A SERIES OF SPUR DIKES . [Doctoral Dissertation]. University of Arizona; 2011. Available from: http://hdl.handle.net/10150/145391

5. Ding, Xiaobin. Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior .

Degree: 2013, University of Arizona

 This research consists of two main parts: development of a rock expert system (RES) as an easy-to-use and effective tool for evaluating rock properties, and… (more)

Subjects/Keywords: Fracture propagation; Model scale; Particle flow code; Rock expert system; UCS/T ratio; Civil Engineering; Contact model

University of Arizona Graduate College’s Manual for Theses and Dissertations and includes two… …and Muni Budhu Department of Civil Engineering and Engineering Mechanics, University of… …Arizona, Tucson, Arizona, USA * Corresponding author: Tel.: 1 520 6260532; fax: 1 520 6212550… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ding, X. (2013). Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/293428

Chicago Manual of Style (16th Edition):

Ding, Xiaobin. “Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior .” 2013. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/293428.

MLA Handbook (7th Edition):

Ding, Xiaobin. “Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior .” 2013. Web. 20 Aug 2019.

Vancouver:

Ding X. Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior . [Internet] [Doctoral dissertation]. University of Arizona; 2013. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/293428.

Council of Science Editors:

Ding X. Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior . [Doctoral Dissertation]. University of Arizona; 2013. Available from: http://hdl.handle.net/10150/293428

6. Ahmari, Saeed. Recycling and Reuse of Wastes as Construction Material through Geopolymerization .

Degree: 2012, University of Arizona

 Storage of mine tailings and waste concrete imposes economical and environmental impacts. Researchers have attempted to reuse wastes as construction material by utilizing ordinary Portland… (more)

Subjects/Keywords: mine tailings; waste concrete; micro/nano-scale properties; Civil Engineering; geopolymer; macro-scale behavior

…Dissertation Layout This dissertation is organized following the University of Arizona Graduate… …Engineering and Engineering Mechanics, University of Arizona, Tucson, Arizona, USA 2 Department of… …Mining and Geological Engineering, University of Arizona, Tucson, Arizona, USA * Corresponding… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahmari, S. (2012). Recycling and Reuse of Wastes as Construction Material through Geopolymerization . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/223338

Chicago Manual of Style (16th Edition):

Ahmari, Saeed. “Recycling and Reuse of Wastes as Construction Material through Geopolymerization .” 2012. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/223338.

MLA Handbook (7th Edition):

Ahmari, Saeed. “Recycling and Reuse of Wastes as Construction Material through Geopolymerization .” 2012. Web. 20 Aug 2019.

Vancouver:

Ahmari S. Recycling and Reuse of Wastes as Construction Material through Geopolymerization . [Internet] [Doctoral dissertation]. University of Arizona; 2012. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/223338.

Council of Science Editors:

Ahmari S. Recycling and Reuse of Wastes as Construction Material through Geopolymerization . [Doctoral Dissertation]. University of Arizona; 2012. Available from: http://hdl.handle.net/10150/223338


University of Arizona

7. Ramakrishnan, S, 1964-. Mechanics of particulate media: A lattice-type approach .

Degree: 1997, University of Arizona

 This research is aimed at understanding the mechanical behavior of particulate/granular media using the power of lattice based techniques. In the lattice type model, a… (more)

Subjects/Keywords: Applied Mechanics.; Engineering, Civil.; Engineering, Mechanical.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ramakrishnan, S, 1. (1997). Mechanics of particulate media: A lattice-type approach . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/289522

Chicago Manual of Style (16th Edition):

Ramakrishnan, S, 1964-. “Mechanics of particulate media: A lattice-type approach .” 1997. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/289522.

MLA Handbook (7th Edition):

Ramakrishnan, S, 1964-. “Mechanics of particulate media: A lattice-type approach .” 1997. Web. 20 Aug 2019.

Vancouver:

Ramakrishnan, S 1. Mechanics of particulate media: A lattice-type approach . [Internet] [Doctoral dissertation]. University of Arizona; 1997. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/289522.

Council of Science Editors:

Ramakrishnan, S 1. Mechanics of particulate media: A lattice-type approach . [Doctoral Dissertation]. University of Arizona; 1997. Available from: http://hdl.handle.net/10150/289522


University of Arizona

8. Ramakrishnan, S., 1964-. Micro-structure in particulate media: A lattice type approach .

Degree: 1993, University of Arizona

 The behavior of particulate media, in contrast to the behavior of continuous media, is governed by the interaction of particles/grains at contacts. The current approach… (more)

Subjects/Keywords: Applied Mechanics.; Engineering, Civil.; Physics, General.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ramakrishnan, S., 1. (1993). Micro-structure in particulate media: A lattice type approach . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/291671

Chicago Manual of Style (16th Edition):

Ramakrishnan, S., 1964-. “Micro-structure in particulate media: A lattice type approach .” 1993. Masters Thesis, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/291671.

MLA Handbook (7th Edition):

Ramakrishnan, S., 1964-. “Micro-structure in particulate media: A lattice type approach .” 1993. Web. 20 Aug 2019.

Vancouver:

Ramakrishnan, S. 1. Micro-structure in particulate media: A lattice type approach . [Internet] [Masters thesis]. University of Arizona; 1993. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/291671.

Council of Science Editors:

Ramakrishnan, S. 1. Micro-structure in particulate media: A lattice type approach . [Masters Thesis]. University of Arizona; 1993. Available from: http://hdl.handle.net/10150/291671


University of Arizona

9. Mahajan, Sandeep Prakash. Viscous Effects on Penetrating Shafts in Clay .

Degree: 2006, University of Arizona

 When a rigid shaft such as a jacked pile or the sleeve of a cone penetrometer penetrates soil, the soil mass at the shaft tip… (more)

Subjects/Keywords: viscosity; clay; fall cone test; jacked piles; critical state

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mahajan, S. P. (2006). Viscous Effects on Penetrating Shafts in Clay . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/193921

Chicago Manual of Style (16th Edition):

Mahajan, Sandeep Prakash. “Viscous Effects on Penetrating Shafts in Clay .” 2006. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/193921.

MLA Handbook (7th Edition):

Mahajan, Sandeep Prakash. “Viscous Effects on Penetrating Shafts in Clay .” 2006. Web. 20 Aug 2019.

Vancouver:

Mahajan SP. Viscous Effects on Penetrating Shafts in Clay . [Internet] [Doctoral dissertation]. University of Arizona; 2006. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/193921.

Council of Science Editors:

Mahajan SP. Viscous Effects on Penetrating Shafts in Clay . [Doctoral Dissertation]. University of Arizona; 2006. Available from: http://hdl.handle.net/10150/193921


University of Arizona

10. Ucpirti, Hasan. Joint geometry parameter effects on deformability and strength of jointed rock masses at the two dimensional level.

Degree: 1992, University of Arizona

 In this study, the pre-failure behavior of a jointed rock block is modeled by an incrementally linear elastic anisotropic constitutive model (using an orthotropic model… (more)

Subjects/Keywords: Dissertations, Academic.; Mining engineering.; Civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ucpirti, H. (1992). Joint geometry parameter effects on deformability and strength of jointed rock masses at the two dimensional level. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/185975

Chicago Manual of Style (16th Edition):

Ucpirti, Hasan. “Joint geometry parameter effects on deformability and strength of jointed rock masses at the two dimensional level. ” 1992. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/185975.

MLA Handbook (7th Edition):

Ucpirti, Hasan. “Joint geometry parameter effects on deformability and strength of jointed rock masses at the two dimensional level. ” 1992. Web. 20 Aug 2019.

Vancouver:

Ucpirti H. Joint geometry parameter effects on deformability and strength of jointed rock masses at the two dimensional level. [Internet] [Doctoral dissertation]. University of Arizona; 1992. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/185975.

Council of Science Editors:

Ucpirti H. Joint geometry parameter effects on deformability and strength of jointed rock masses at the two dimensional level. [Doctoral Dissertation]. University of Arizona; 1992. Available from: http://hdl.handle.net/10150/185975


University of Arizona

11. Abdulla, Ali Abdulhussein, 1967-. Testing and constitutive modeling of cemented soils.

Degree: 1992, University of Arizona

 The behavior of cemented sands is examined experimentally and theoretically in this study. The first segment of the investigation involves an extensive laboratory program to… (more)

Subjects/Keywords: Engineering, Civil.; Materials science.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abdulla, Ali Abdulhussein, 1. (1992). Testing and constitutive modeling of cemented soils. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/186066

Chicago Manual of Style (16th Edition):

Abdulla, Ali Abdulhussein, 1967-. “Testing and constitutive modeling of cemented soils. ” 1992. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/186066.

MLA Handbook (7th Edition):

Abdulla, Ali Abdulhussein, 1967-. “Testing and constitutive modeling of cemented soils. ” 1992. Web. 20 Aug 2019.

Vancouver:

Abdulla, Ali Abdulhussein 1. Testing and constitutive modeling of cemented soils. [Internet] [Doctoral dissertation]. University of Arizona; 1992. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/186066.

Council of Science Editors:

Abdulla, Ali Abdulhussein 1. Testing and constitutive modeling of cemented soils. [Doctoral Dissertation]. University of Arizona; 1992. Available from: http://hdl.handle.net/10150/186066


University of Arizona

12. Ko, Tae Young. SUBCRITICAL CRACK GROWTH UNDER MODE I, II, AND III LOADING FOR COCONINO SANDSTONE .

Degree: 2008, University of Arizona

 In systems subjected to long-term loading, subcritical crack growth is the principal mechanism causing the time-dependent deformation and failure of rocks. Subcritical crack growth is… (more)

Subjects/Keywords: Coconino sandstone; Constant stress-rate test; Mode I; Mode II; Mode III; Subcritical crack growth

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ko, T. Y. (2008). SUBCRITICAL CRACK GROWTH UNDER MODE I, II, AND III LOADING FOR COCONINO SANDSTONE . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/193702

Chicago Manual of Style (16th Edition):

Ko, Tae Young. “SUBCRITICAL CRACK GROWTH UNDER MODE I, II, AND III LOADING FOR COCONINO SANDSTONE .” 2008. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/193702.

MLA Handbook (7th Edition):

Ko, Tae Young. “SUBCRITICAL CRACK GROWTH UNDER MODE I, II, AND III LOADING FOR COCONINO SANDSTONE .” 2008. Web. 20 Aug 2019.

Vancouver:

Ko TY. SUBCRITICAL CRACK GROWTH UNDER MODE I, II, AND III LOADING FOR COCONINO SANDSTONE . [Internet] [Doctoral dissertation]. University of Arizona; 2008. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/193702.

Council of Science Editors:

Ko TY. SUBCRITICAL CRACK GROWTH UNDER MODE I, II, AND III LOADING FOR COCONINO SANDSTONE . [Doctoral Dissertation]. University of Arizona; 2008. Available from: http://hdl.handle.net/10150/193702


University of Arizona

13. Cox, Melissa Reiko Brooke. The Influence of Grain Shape on Dilatancy .

Degree: 2008, University of Arizona

 Grain shape is a key factor affecting the mechanical properties of granular materials. However, grain shape quantification techniques to distinguish one granular material from another… (more)

Subjects/Keywords: Dilatancy; Direct shear testing; Grain shape; Granular materials; Microscopy; Shear strength

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cox, M. R. B. (2008). The Influence of Grain Shape on Dilatancy . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/195563

Chicago Manual of Style (16th Edition):

Cox, Melissa Reiko Brooke. “The Influence of Grain Shape on Dilatancy .” 2008. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/195563.

MLA Handbook (7th Edition):

Cox, Melissa Reiko Brooke. “The Influence of Grain Shape on Dilatancy .” 2008. Web. 20 Aug 2019.

Vancouver:

Cox MRB. The Influence of Grain Shape on Dilatancy . [Internet] [Doctoral dissertation]. University of Arizona; 2008. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/195563.

Council of Science Editors:

Cox MRB. The Influence of Grain Shape on Dilatancy . [Doctoral Dissertation]. University of Arizona; 2008. Available from: http://hdl.handle.net/10150/195563


University of Arizona

14. Shou, Guohua. Joint roughness characterization and effect of roughness on peak shear strength of joints.

Degree: 1994, University of Arizona

 Rock joint surface roughness is characterized by using statistical parameters and fractal parameters estimated by various methods. It was found that at least two parameters… (more)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shou, G. (1994). Joint roughness characterization and effect of roughness on peak shear strength of joints. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/186804

Chicago Manual of Style (16th Edition):

Shou, Guohua. “Joint roughness characterization and effect of roughness on peak shear strength of joints. ” 1994. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/186804.

MLA Handbook (7th Edition):

Shou, Guohua. “Joint roughness characterization and effect of roughness on peak shear strength of joints. ” 1994. Web. 20 Aug 2019.

Vancouver:

Shou G. Joint roughness characterization and effect of roughness on peak shear strength of joints. [Internet] [Doctoral dissertation]. University of Arizona; 1994. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/186804.

Council of Science Editors:

Shou G. Joint roughness characterization and effect of roughness on peak shear strength of joints. [Doctoral Dissertation]. University of Arizona; 1994. Available from: http://hdl.handle.net/10150/186804


University of Arizona

15. Ahmed, Mohammed Zakaria. Plastic buckling of plates including edge contact-frictional force effects.

Degree: 1991, University of Arizona

 In this study, the effects of edge contact-frictional force imposed by the machine heads on the distribution of stress state prior to buckling of plates… (more)

Subjects/Keywords: Dissertations, Academic; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahmed, M. Z. (1991). Plastic buckling of plates including edge contact-frictional force effects. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/185662

Chicago Manual of Style (16th Edition):

Ahmed, Mohammed Zakaria. “Plastic buckling of plates including edge contact-frictional force effects. ” 1991. Doctoral Dissertation, University of Arizona. Accessed August 20, 2019. http://hdl.handle.net/10150/185662.

MLA Handbook (7th Edition):

Ahmed, Mohammed Zakaria. “Plastic buckling of plates including edge contact-frictional force effects. ” 1991. Web. 20 Aug 2019.

Vancouver:

Ahmed MZ. Plastic buckling of plates including edge contact-frictional force effects. [Internet] [Doctoral dissertation]. University of Arizona; 1991. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10150/185662.

Council of Science Editors:

Ahmed MZ. Plastic buckling of plates including edge contact-frictional force effects. [Doctoral Dissertation]. University of Arizona; 1991. Available from: http://hdl.handle.net/10150/185662

.