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You searched for +publisher:"University of Adelaide" +contributor:("School of Civil, Environmental and Mining Engineering"). Showing records 1 – 30 of 125 total matches.

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University of Adelaide

1. Arjomand, Elaheh. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations.

Degree: 2018, University of Adelaide

 The exploration and exploitation of hydrocarbon wells should not cause any environmental hazards including contamination of groundwater (aquifers) and atmosphere. The cement placed in the… (more)

Subjects/Keywords: Cement sheath integrity; concrete damage plasticity model; compression damage; tensile damage

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APA (6th Edition):

Arjomand, E. (2018). Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/120307

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):

Arjomand, Elaheh. “Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/120307.

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

MLA Handbook (7th Edition):

Arjomand, Elaheh. “Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations.” 2018. Web. 19 Feb 2020.

Vancouver:

Arjomand E. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/120307.

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

Council of Science Editors:

Arjomand E. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/120307

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

2. Nicholas, Grant Deon. An integrated risk evaluation model for mineral deposits.

Degree: 2014, University of Adelaide

 The core asset of most mining companies is its mineral resources and reserves. The company produces ore from its reserves, which is a subset of… (more)

Subjects/Keywords: integrated evaluation model; mineral deposits; risk evaluation; geostatistics; real options

…Submitted by Grant Nicholas to the University of Adelaide as a thesis for the degree of Doctor of… …university or other tertiary institution without the prior approval of the University of Adelaide… …University of Adelaide who all, at different times, assisted me with funding and support for my… …times. I owe a debt of gratitude to Prof. Peter Dowd and Dr. Mark Jaksa at the University of… …Adelaide as my supervisor and co-supervisor, respectively, and for making time in their busy… 

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APA (6th Edition):

Nicholas, G. D. (2014). An integrated risk evaluation model for mineral deposits. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/86234

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):

Nicholas, Grant Deon. “An integrated risk evaluation model for mineral deposits.” 2014. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/86234.

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

MLA Handbook (7th Edition):

Nicholas, Grant Deon. “An integrated risk evaluation model for mineral deposits.” 2014. Web. 19 Feb 2020.

Vancouver:

Nicholas GD. An integrated risk evaluation model for mineral deposits. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/86234.

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

Council of Science Editors:

Nicholas GD. An integrated risk evaluation model for mineral deposits. [Thesis]. University of Adelaide; 2014. Available from: http://hdl.handle.net/2440/86234

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

3. Zhang, Tao. A generic mechanics approach for predicting shear strength of reinforced concrete beams.

Degree: 2014, University of Adelaide

 This thesis includes a series of journal articles in which a mechanics based segmental approach is developed for simulating shear behaviour of reinforced concrete (RC)… (more)

Subjects/Keywords: shear strength; reinforced concrete; mechanics approach; beam

…x28;CSC) and the University of Adelaide (UoA) are greatly appreciated… 

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APA (6th Edition):

Zhang, T. (2014). A generic mechanics approach for predicting shear strength of reinforced concrete beams. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/89099

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):

Zhang, Tao. “A generic mechanics approach for predicting shear strength of reinforced concrete beams.” 2014. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/89099.

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

MLA Handbook (7th Edition):

Zhang, Tao. “A generic mechanics approach for predicting shear strength of reinforced concrete beams.” 2014. Web. 19 Feb 2020.

Vancouver:

Zhang T. A generic mechanics approach for predicting shear strength of reinforced concrete beams. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/89099.

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

Council of Science Editors:

Zhang T. A generic mechanics approach for predicting shear strength of reinforced concrete beams. [Thesis]. University of Adelaide; 2014. Available from: http://hdl.handle.net/2440/89099

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

4. Liu, Yang. Discrete Element Modelling of Geocell-Reinforced Railway Ballast and Experimental Examination of Geocell Failure Mechanisms.

Degree: 2018, University of Adelaide

 Rail transport is one of the major means of conveyance of passengers and goods worldwide. Due to the cyclic impact of trains, breakage and rearrangement… (more)

Subjects/Keywords: DEM; geocell; ballast; geosynthetics; railway

…laboratories of the School of Civil, Environmental and Mining Engineering for providing guidance and… …111 Figure 4.6. University of Adelaide Instron machine… …prior approval of the University of Adelaide and where applicable, any partner institution… …institution without the prior approval of the University of Adelaide and where applicable, any… …kind assistance given by the administrative staff at the University of Adelaide. I would… 

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APA (6th Edition):

Liu, Y. (2018). Discrete Element Modelling of Geocell-Reinforced Railway Ballast and Experimental Examination of Geocell Failure Mechanisms. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/117672

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):

Liu, Yang. “Discrete Element Modelling of Geocell-Reinforced Railway Ballast and Experimental Examination of Geocell Failure Mechanisms.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/117672.

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

MLA Handbook (7th Edition):

Liu, Yang. “Discrete Element Modelling of Geocell-Reinforced Railway Ballast and Experimental Examination of Geocell Failure Mechanisms.” 2018. Web. 19 Feb 2020.

Vancouver:

Liu Y. Discrete Element Modelling of Geocell-Reinforced Railway Ballast and Experimental Examination of Geocell Failure Mechanisms. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/117672.

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

Council of Science Editors:

Liu Y. Discrete Element Modelling of Geocell-Reinforced Railway Ballast and Experimental Examination of Geocell Failure Mechanisms. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/117672

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

5. Su, Yu. Advances in development of novel ultra-high performance concrete.

Degree: 2017, University of Adelaide

 The rising of terrorism activities has promoted fast development of new construction materials to enhance the resistance and resilience of buildings and infrastructure against blast… (more)

Subjects/Keywords: UHPC; nano; SHPB; dynamic; steel fibre; microscopy; SEM; XRD; XRF; meso-scale; Research by Publication

…tertiary institution without the prior approval of the University of Adelaide and where… 

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APA (6th Edition):

Su, Y. (2017). Advances in development of novel ultra-high performance concrete. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/112039

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):

Su, Yu. “Advances in development of novel ultra-high performance concrete.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/112039.

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

MLA Handbook (7th Edition):

Su, Yu. “Advances in development of novel ultra-high performance concrete.” 2017. Web. 19 Feb 2020.

Vancouver:

Su Y. Advances in development of novel ultra-high performance concrete. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/112039.

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

Council of Science Editors:

Su Y. Advances in development of novel ultra-high performance concrete. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/112039

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

6. Vu, Van D. A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites.

Degree: 2018, University of Adelaide

 The application of fiber reinforced laminated composite structures has been increasing steadily in many engineering disciplines due to their high specific strength and stiffness, corrosion… (more)

Subjects/Keywords: Research by publication; composite; unidirectional; damage mechanics; plasticity theory; constitutive modelling; nonlinear behaviour; thermodynamics

…must thank the School of Civil, Environmental and Mining Engineering for providing me the… …Environmental and Mining Engineering for their inspirations and positive attitudes that helped me… …concerns. I would like to thank to all my friends and fellow colleagues at the School of Civil… 

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APA (6th Edition):

Vu, V. D. (2018). A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/115375

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):

Vu, Van D. “A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/115375.

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

MLA Handbook (7th Edition):

Vu, Van D. “A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites.” 2018. Web. 19 Feb 2020.

Vancouver:

Vu VD. A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/115375.

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

Council of Science Editors:

Vu VD. A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/115375

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

7. Munoz Principe, Henry Edinson. Rock strength and deformability characterisation and assessment for drilling performance estimation.

Degree: 2017, University of Adelaide

 Rock drilling and cutting is essential in the mining industry. Rock characterisation and classification methods have been proposed to assess drilling or cutting performance. However,… (more)

Subjects/Keywords: strength; deformability; drilling performance; Research by Publication

…Hillis, currently Professor at the Australian School of Petroleum at the University of Adelaide… …the University of Adelaide and Chair of the Educational Committee of Deep Exploration… 

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APA (6th Edition):

Munoz Principe, H. E. (2017). Rock strength and deformability characterisation and assessment for drilling performance estimation. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/104725

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):

Munoz Principe, Henry Edinson. “Rock strength and deformability characterisation and assessment for drilling performance estimation.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/104725.

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

MLA Handbook (7th Edition):

Munoz Principe, Henry Edinson. “Rock strength and deformability characterisation and assessment for drilling performance estimation.” 2017. Web. 19 Feb 2020.

Vancouver:

Munoz Principe HE. Rock strength and deformability characterisation and assessment for drilling performance estimation. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/104725.

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

Council of Science Editors:

Munoz Principe HE. Rock strength and deformability characterisation and assessment for drilling performance estimation. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/104725

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

8. Mohseni, Hasan. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves.

Degree: 2018, University of Adelaide

 Structural health monitoring (SHM) involves the implementation of damage identification methods in engineering structures to ensure structural safety and integrity. The paramount importance of SHM… (more)

Subjects/Keywords: nonlinear guided waves; FRP-retrofitted concrete; higher harmonic; debonding; damage identification

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APA (6th Edition):

Mohseni, H. (2018). Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/115872

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):

Mohseni, Hasan. “Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/115872.

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

MLA Handbook (7th Edition):

Mohseni, Hasan. “Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves.” 2018. Web. 19 Feb 2020.

Vancouver:

Mohseni H. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/115872.

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

Council of Science Editors:

Mohseni H. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/115872

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


University of Adelaide

9. Dragos, Jonathon. New dynamic analysis techniques for structural members subjected to blast loads.

Degree: 2014, University of Adelaide

 This thesis contains a number of journal papers which aim to extend, or produce new, analyses techniques for determining the response of structural members subjected… (more)

Subjects/Keywords: blast loads; structural response; pressure impulse diagram; numerical model

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APA (6th Edition):

Dragos, J. (2014). New dynamic analysis techniques for structural members subjected to blast loads. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/98715

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):

Dragos, Jonathon. “New dynamic analysis techniques for structural members subjected to blast loads.” 2014. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/98715.

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

MLA Handbook (7th Edition):

Dragos, Jonathon. “New dynamic analysis techniques for structural members subjected to blast loads.” 2014. Web. 19 Feb 2020.

Vancouver:

Dragos J. New dynamic analysis techniques for structural members subjected to blast loads. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/98715.

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

Council of Science Editors:

Dragos J. New dynamic analysis techniques for structural members subjected to blast loads. [Thesis]. University of Adelaide; 2014. Available from: http://hdl.handle.net/2440/98715

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


University of Adelaide

10. Ranasinghe, R. A. Tharanga Madhushani. Prediction of the Effectiveness of Rolling Dynamic Compaction Using Artificial Intelligence Techniques and In Situ Soil Test Data.

Degree: 2017, University of Adelaide

 The research presented in this thesis focuses on developing predictive tools to forecast the effectiveness of rolling dynamic compaction (RDC) in different ground conditions. Among… (more)

Subjects/Keywords: Rolling dynamic compaction; artificial neural networks; linear genetic programming

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APA (6th Edition):

Ranasinghe, R. A. T. M. (2017). Prediction of the Effectiveness of Rolling Dynamic Compaction Using Artificial Intelligence Techniques and In Situ Soil Test Data. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118672

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):

Ranasinghe, R A Tharanga Madhushani. “Prediction of the Effectiveness of Rolling Dynamic Compaction Using Artificial Intelligence Techniques and In Situ Soil Test Data.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/118672.

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

MLA Handbook (7th Edition):

Ranasinghe, R A Tharanga Madhushani. “Prediction of the Effectiveness of Rolling Dynamic Compaction Using Artificial Intelligence Techniques and In Situ Soil Test Data.” 2017. Web. 19 Feb 2020.

Vancouver:

Ranasinghe RATM. Prediction of the Effectiveness of Rolling Dynamic Compaction Using Artificial Intelligence Techniques and In Situ Soil Test Data. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/118672.

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

Council of Science Editors:

Ranasinghe RATM. Prediction of the Effectiveness of Rolling Dynamic Compaction Using Artificial Intelligence Techniques and In Situ Soil Test Data. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/118672

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


University of Adelaide

11. Xia, Ye. Cladding Protection of Reinforced Concrete Structural Members against Blast Loading.

Degree: 2017, University of Adelaide

 With the increasing threat of explosions on infrastructures across the world, the protective techniques against blast loading on existing structures have become more and more… (more)

Subjects/Keywords: Aluminium foam; optimisation; blast load; graded density

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APA (6th Edition):

Xia, Y. (2017). Cladding Protection of Reinforced Concrete Structural Members against Blast Loading. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119190

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):

Xia, Ye. “Cladding Protection of Reinforced Concrete Structural Members against Blast Loading.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/119190.

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

MLA Handbook (7th Edition):

Xia, Ye. “Cladding Protection of Reinforced Concrete Structural Members against Blast Loading.” 2017. Web. 19 Feb 2020.

Vancouver:

Xia Y. Cladding Protection of Reinforced Concrete Structural Members against Blast Loading. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/119190.

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

Council of Science Editors:

Xia Y. Cladding Protection of Reinforced Concrete Structural Members against Blast Loading. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/119190

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


University of Adelaide

12. Wright, David Peter. Influence diagnostics in hydrological modeling.

Degree: 2017, University of Adelaide

 Accurate hydrological model predictions play an important role in designing infrastructure for domestic water supply, agriculture, industry, and flood and drought protection. A key step… (more)

Subjects/Keywords: Hydrologic model calibration; Influence diagnostics; Cook's distance

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APA (6th Edition):

Wright, D. P. (2017). Influence diagnostics in hydrological modeling. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119251

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):

Wright, David Peter. “Influence diagnostics in hydrological modeling.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/119251.

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

MLA Handbook (7th Edition):

Wright, David Peter. “Influence diagnostics in hydrological modeling.” 2017. Web. 19 Feb 2020.

Vancouver:

Wright DP. Influence diagnostics in hydrological modeling. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/119251.

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

Council of Science Editors:

Wright DP. Influence diagnostics in hydrological modeling. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/119251

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


University of Adelaide

13. Mir, Arash. A Thermodynamic Approach to Modelling Brittle-Ductile and Localised Failure of Rocks Using Damage Mechanics and Plasticity Theory.

Degree: 2017, University of Adelaide

 Recent advances in computational mechanics and numerical simulation techniques enable more efficient and realistic geotechnical and mining designs and analyses. A successful numerical simulation requires… (more)

Subjects/Keywords: Thermodynamics; brittle-ductile; rocks; damage; plasticity

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APA (6th Edition):

Mir, A. (2017). A Thermodynamic Approach to Modelling Brittle-Ductile and Localised Failure of Rocks Using Damage Mechanics and Plasticity Theory. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119263

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):

Mir, Arash. “A Thermodynamic Approach to Modelling Brittle-Ductile and Localised Failure of Rocks Using Damage Mechanics and Plasticity Theory.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/119263.

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

MLA Handbook (7th Edition):

Mir, Arash. “A Thermodynamic Approach to Modelling Brittle-Ductile and Localised Failure of Rocks Using Damage Mechanics and Plasticity Theory.” 2017. Web. 19 Feb 2020.

Vancouver:

Mir A. A Thermodynamic Approach to Modelling Brittle-Ductile and Localised Failure of Rocks Using Damage Mechanics and Plasticity Theory. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/119263.

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

Council of Science Editors:

Mir A. A Thermodynamic Approach to Modelling Brittle-Ductile and Localised Failure of Rocks Using Damage Mechanics and Plasticity Theory. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/119263

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


University of Adelaide

14. Guo, Danlu. Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems.

Degree: 2017, University of Adelaide

 Understanding the impacts of climate change has particular significance for the future planning, design and operation of water resource systems. Scenario-neutral approaches are used increasingly… (more)

Subjects/Keywords: Scenario-neutral approach; climate impact assessments; climate exposure space; evapotranspiration; rainfall-runoff modelling

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APA (6th Edition):

Guo, D. (2017). Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119091

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):

Guo, Danlu. “Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/119091.

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

MLA Handbook (7th Edition):

Guo, Danlu. “Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems.” 2017. Web. 19 Feb 2020.

Vancouver:

Guo D. Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/119091.

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

Council of Science Editors:

Guo D. Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/119091

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


University of Adelaide

15. Addo Junior, Emmanuel. Multivariate Modelling of Geological and Geometallurgical Variables.

Degree: 2019, University of Adelaide

 The mining and minerals industry is confronted with several challenges that were not common some decades ago. Deep-seated and complex orebodies, low metal grades, and… (more)

Subjects/Keywords: copulas; geostatistical modelling; kriging; mining; geometallurgy; regression; pair-copulas

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APA (6th Edition):

Addo Junior, E. (2019). Multivariate Modelling of Geological and Geometallurgical Variables. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/120164

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):

Addo Junior, Emmanuel. “Multivariate Modelling of Geological and Geometallurgical Variables.” 2019. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/120164.

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

MLA Handbook (7th Edition):

Addo Junior, Emmanuel. “Multivariate Modelling of Geological and Geometallurgical Variables.” 2019. Web. 19 Feb 2020.

Vancouver:

Addo Junior E. Multivariate Modelling of Geological and Geometallurgical Variables. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/120164.

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

Council of Science Editors:

Addo Junior E. Multivariate Modelling of Geological and Geometallurgical Variables. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/120164

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


University of Adelaide

16. Di Matteo, Michael. Multiobjective Planning and Design of Distributed Stormwater Harvesting and Treatment Systems through Optimization and Visual Analytics.

Degree: 2016, University of Adelaide

 Stormwater harvesting (SWH) is an important water sensitive urban design (WSUD) approach that provides an alternate water source and/or improves runoff quality through stormwater best… (more)

Subjects/Keywords: Stormwater management; Optimization; Visualisation; Water sensitive urban design

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APA (6th Edition):

Di Matteo, M. (2016). Multiobjective Planning and Design of Distributed Stormwater Harvesting and Treatment Systems through Optimization and Visual Analytics. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119621

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):

Di Matteo, Michael. “Multiobjective Planning and Design of Distributed Stormwater Harvesting and Treatment Systems through Optimization and Visual Analytics.” 2016. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/119621.

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

MLA Handbook (7th Edition):

Di Matteo, Michael. “Multiobjective Planning and Design of Distributed Stormwater Harvesting and Treatment Systems through Optimization and Visual Analytics.” 2016. Web. 19 Feb 2020.

Vancouver:

Di Matteo M. Multiobjective Planning and Design of Distributed Stormwater Harvesting and Treatment Systems through Optimization and Visual Analytics. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/119621.

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

Council of Science Editors:

Di Matteo M. Multiobjective Planning and Design of Distributed Stormwater Harvesting and Treatment Systems through Optimization and Visual Analytics. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119621

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

17. Zhou, Changtai. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks.

Degree: 2019, University of Adelaide

 In nature, various forms of rock anisotropy are widely pre-existing discontinuities such as bedding planes, joints, weak layers and cleavages. Rock anisotropic characteristics are in… (more)

Subjects/Keywords: discrete element method; bonded-particle model; loading rate; anisotropy; damage model

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APA (6th Edition):

Zhou, C. (2019). Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119874

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):

Zhou, Changtai. “Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks.” 2019. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/119874.

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

MLA Handbook (7th Edition):

Zhou, Changtai. “Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks.” 2019. Web. 19 Feb 2020.

Vancouver:

Zhou C. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/119874.

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

Council of Science Editors:

Zhou C. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/119874

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

18. Knight, Daniel. The generic simulation of reinforced concrete beams with prestressing and external reinforcement.

Degree: 2014, University of Adelaide

 This thesis presents a series of journal papers in which a new segmental moment-rotation (M/Ө) approach is developed for simulating the instantaneous and sustained loading… (more)

Subjects/Keywords: numerical analysis; RC; FRP; prestressing

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APA (6th Edition):

Knight, D. (2014). The generic simulation of reinforced concrete beams with prestressing and external reinforcement. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/85233

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):

Knight, Daniel. “The generic simulation of reinforced concrete beams with prestressing and external reinforcement.” 2014. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/85233.

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

MLA Handbook (7th Edition):

Knight, Daniel. “The generic simulation of reinforced concrete beams with prestressing and external reinforcement.” 2014. Web. 19 Feb 2020.

Vancouver:

Knight D. The generic simulation of reinforced concrete beams with prestressing and external reinforcement. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/85233.

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

Council of Science Editors:

Knight D. The generic simulation of reinforced concrete beams with prestressing and external reinforcement. [Thesis]. University of Adelaide; 2014. Available from: http://hdl.handle.net/2440/85233

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

19. Qian, Qian. Relationship between input and output : a systematic study of the stability of highly fractured rock slopes using the Hoek-Brown strength criterion.

Degree: 2013, University of Adelaide

 Rock slope stability is a particularly important topic in rock engineering. The circular failure of highly fractured rock slopes is a critical failure mode that… (more)

Subjects/Keywords: rock slope; Hoek-Brown strength criterion; probabilistic analysis; sensitivity analysis

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APA (6th Edition):

Qian, Q. (2013). Relationship between input and output : a systematic study of the stability of highly fractured rock slopes using the Hoek-Brown strength criterion. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/82544

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):

Qian, Qian. “Relationship between input and output : a systematic study of the stability of highly fractured rock slopes using the Hoek-Brown strength criterion.” 2013. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/82544.

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

MLA Handbook (7th Edition):

Qian, Qian. “Relationship between input and output : a systematic study of the stability of highly fractured rock slopes using the Hoek-Brown strength criterion.” 2013. Web. 19 Feb 2020.

Vancouver:

Qian Q. Relationship between input and output : a systematic study of the stability of highly fractured rock slopes using the Hoek-Brown strength criterion. [Internet] [Thesis]. University of Adelaide; 2013. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/82544.

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

Council of Science Editors:

Qian Q. Relationship between input and output : a systematic study of the stability of highly fractured rock slopes using the Hoek-Brown strength criterion. [Thesis]. University of Adelaide; 2013. Available from: http://hdl.handle.net/2440/82544

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

20. Shen, Jiayi. Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion.

Degree: 2013, University of Adelaide

 Design of rock slope is one of the major challenges at every stage of open pit mining operations. Providing an optimal excavation design based on… (more)

Subjects/Keywords: generalized Hoek-Brown criterion; Hoek-Brown; rock slope; numerical analysis; analytical analysis

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APA (6th Edition):

Shen, J. (2013). Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/83113

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):

Shen, Jiayi. “Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion.” 2013. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/83113.

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

MLA Handbook (7th Edition):

Shen, Jiayi. “Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion.” 2013. Web. 19 Feb 2020.

Vancouver:

Shen J. Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion. [Internet] [Thesis]. University of Adelaide; 2013. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/83113.

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

Council of Science Editors:

Shen J. Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion. [Thesis]. University of Adelaide; 2013. Available from: http://hdl.handle.net/2440/83113

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

21. Kashyap, Jaya. Out-of-plane strengthening of unreinforced masonry walls using FRP.

Degree: 2014, University of Adelaide

 Unreinforced masonry (URM) structures constitute both a significant portion of the world’s heritage buildings and a significant component of the modern residential building stock, and… (more)

Subjects/Keywords: brick masonry; earthquake; FRP; flexure; IC debonding; bond tests; bond-slip

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APA (6th Edition):

Kashyap, J. (2014). Out-of-plane strengthening of unreinforced masonry walls using FRP. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/84731

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):

Kashyap, Jaya. “Out-of-plane strengthening of unreinforced masonry walls using FRP.” 2014. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/84731.

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

MLA Handbook (7th Edition):

Kashyap, Jaya. “Out-of-plane strengthening of unreinforced masonry walls using FRP.” 2014. Web. 19 Feb 2020.

Vancouver:

Kashyap J. Out-of-plane strengthening of unreinforced masonry walls using FRP. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/84731.

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

Council of Science Editors:

Kashyap J. Out-of-plane strengthening of unreinforced masonry walls using FRP. [Thesis]. University of Adelaide; 2014. Available from: http://hdl.handle.net/2440/84731

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

22. Zhang, Fangrui. Dynamic analysis of steel confined concrete tubular columns against blast loads.

Degree: 2017, University of Adelaide

 The use of composite construction has drawn more and more attention in recent decades. This thesis contains a number of journal articles which aim to… (more)

Subjects/Keywords: CFDST; UHPC; blast loading; Research by Publication

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APA (6th Edition):

Zhang, F. (2017). Dynamic analysis of steel confined concrete tubular columns against blast loads. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/104727

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):

Zhang, Fangrui. “Dynamic analysis of steel confined concrete tubular columns against blast loads.” 2017. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/104727.

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

MLA Handbook (7th Edition):

Zhang, Fangrui. “Dynamic analysis of steel confined concrete tubular columns against blast loads.” 2017. Web. 19 Feb 2020.

Vancouver:

Zhang F. Dynamic analysis of steel confined concrete tubular columns against blast loads. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/104727.

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

Council of Science Editors:

Zhang F. Dynamic analysis of steel confined concrete tubular columns against blast loads. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/104727

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

23. Salt, Melissa R. Water balance and the influence of temporal factors on final covers for landfill closure.

Degree: 2013, University of Adelaide

 Final covers for landfill have consisted of engineered barriers to prevent contact with the underlying waste, limit the generation of leachate and emission of landfill… (more)

Subjects/Keywords: landfill; phytocap; compacted clay barrier; A-ACAP; Australia; lysimeter; closure; post-closure

of Adelaide, CSIRO Division of Land and Water and The University of Western Australia. The… …Australia, Griffith University, Central Queensland University, Murdoch University, The University… 

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APA (6th Edition):

Salt, M. R. (2013). Water balance and the influence of temporal factors on final covers for landfill closure. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/92333

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):

Salt, Melissa R. “Water balance and the influence of temporal factors on final covers for landfill closure.” 2013. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/92333.

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

MLA Handbook (7th Edition):

Salt, Melissa R. “Water balance and the influence of temporal factors on final covers for landfill closure.” 2013. Web. 19 Feb 2020.

Vancouver:

Salt MR. Water balance and the influence of temporal factors on final covers for landfill closure. [Internet] [Thesis]. University of Adelaide; 2013. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/92333.

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

Council of Science Editors:

Salt MR. Water balance and the influence of temporal factors on final covers for landfill closure. [Thesis]. University of Adelaide; 2013. Available from: http://hdl.handle.net/2440/92333

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


University of Adelaide

24. Soltani, Amin. Mechanical behavior of tire rubber–reinforced expansive soils.

Degree: 2018, University of Adelaide

 Expansive soils are amongst the most significant, widespread, costly, and least publicized geologic hazards. Where exposed to seasonal environments, such soils exhibit significant volume changes… (more)

Subjects/Keywords: Expansive soil; waste tire rubber; swell-shrink/consolidation; cracking intensity; shear strength; dimensional analysis; polyacrylamide

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APA (6th Edition):

Soltani, A. (2018). Mechanical behavior of tire rubber–reinforced expansive soils. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118009

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):

Soltani, Amin. “Mechanical behavior of tire rubber–reinforced expansive soils.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/118009.

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

MLA Handbook (7th Edition):

Soltani, Amin. “Mechanical behavior of tire rubber–reinforced expansive soils.” 2018. Web. 19 Feb 2020.

Vancouver:

Soltani A. Mechanical behavior of tire rubber–reinforced expansive soils. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/118009.

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

Council of Science Editors:

Soltani A. Mechanical behavior of tire rubber–reinforced expansive soils. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/118009

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

25. Wang, Can. Numerical modelling of tyre-derived geo-composites.

Degree: 2018, University of Adelaide

 This thesis aims to study the property of rubber–sand mixtures as a geotechnical alternative. Previous studies have shown superior properties of this artificial composite such… (more)

Subjects/Keywords: Numerical; tyre; composites; DEM; discrete element; digital image; segregation; surface friction; roughness; EFG; element free; Galerkin; coupling; meshless

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APA (6th Edition):

Wang, C. (2018). Numerical modelling of tyre-derived geo-composites. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118067

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):

Wang, Can. “Numerical modelling of tyre-derived geo-composites.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/118067.

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

MLA Handbook (7th Edition):

Wang, Can. “Numerical modelling of tyre-derived geo-composites.” 2018. Web. 19 Feb 2020.

Vancouver:

Wang C. Numerical modelling of tyre-derived geo-composites. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/118067.

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

Council of Science Editors:

Wang C. Numerical modelling of tyre-derived geo-composites. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/118067

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


University of Adelaide

26. Gu, Lei. Degradation phenomenon of cementitious materials under sulphuric acid attack.

Degree: 2018, University of Adelaide

 Sulphuric acid corrosion of Ordinary Portland Cement (OPC) based materials has attracted significant attention in recent decades, both as a result of its widespread occurrence… (more)

Subjects/Keywords: Concrete degradation; sulphuric acid corrosion; microstructure; alkali-activated concrete; assessment of test methodologies

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APA (6th Edition):

Gu, L. (2018). Degradation phenomenon of cementitious materials under sulphuric acid attack. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118115

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):

Gu, Lei. “Degradation phenomenon of cementitious materials under sulphuric acid attack.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/118115.

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

MLA Handbook (7th Edition):

Gu, Lei. “Degradation phenomenon of cementitious materials under sulphuric acid attack.” 2018. Web. 19 Feb 2020.

Vancouver:

Gu L. Degradation phenomenon of cementitious materials under sulphuric acid attack. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/118115.

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

Council of Science Editors:

Gu L. Degradation phenomenon of cementitious materials under sulphuric acid attack. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/118115

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


University of Adelaide

27. Khatami, Hamidreza. A study of arching effect in soils incorporating receycled tyres.

Degree: 2018, University of Adelaide

 The term ‘arching effect’ refers to the phenomenon of stress redistribution in granular materials because of induced differential displacements and/or significant stiffness difference between the… (more)

Subjects/Keywords: Arching effect; rubber-sand; digital image correlation; stress; deformation

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APA (6th Edition):

Khatami, H. (2018). A study of arching effect in soils incorporating receycled tyres. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118117

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):

Khatami, Hamidreza. “A study of arching effect in soils incorporating receycled tyres.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/118117.

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

MLA Handbook (7th Edition):

Khatami, Hamidreza. “A study of arching effect in soils incorporating receycled tyres.” 2018. Web. 19 Feb 2020.

Vancouver:

Khatami H. A study of arching effect in soils incorporating receycled tyres. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/118117.

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

Council of Science Editors:

Khatami H. A study of arching effect in soils incorporating receycled tyres. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/118117

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

28. Le, Phuong Dong. A new flood estimation paradigm for the design of civil infrastructure systems.

Degree: 2018, University of Adelaide

 Methods for quantifying flood risk of civil infrastructure systems such as road and rail networks require considerably more information compared to traditional methods that focus… (more)

Subjects/Keywords: Asymptotic independence; conditional probability; extreme rainfall; inverted max-stable process; joint probability

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

APA (6th Edition):

Le, P. D. (2018). A new flood estimation paradigm for the design of civil infrastructure systems. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118134

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):

Le, Phuong Dong. “A new flood estimation paradigm for the design of civil infrastructure systems.” 2018. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/118134.

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

MLA Handbook (7th Edition):

Le, Phuong Dong. “A new flood estimation paradigm for the design of civil infrastructure systems.” 2018. Web. 19 Feb 2020.

Vancouver:

Le PD. A new flood estimation paradigm for the design of civil infrastructure systems. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/118134.

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

Council of Science Editors:

Le PD. A new flood estimation paradigm for the design of civil infrastructure systems. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/118134

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


University of Adelaide

29. Nguyen, Duc Cong Hiep. Optimal water allocation and scheduling for irrigation using ant colony algorithms.

Degree: 2016, University of Adelaide

 In most regions of the world, irrigation is vital for food production. However, under increased water demands due to population growth, economic development, and climate… (more)

Subjects/Keywords: optimization; irrigation scheduling; water allocation; cropping patterns; ant colony optimization; crop growth modeling; Research by Publication

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

APA (6th Edition):

Nguyen, D. C. H. (2016). Optimal water allocation and scheduling for irrigation using ant colony algorithms. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/113356

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):

Nguyen, Duc Cong Hiep. “Optimal water allocation and scheduling for irrigation using ant colony algorithms.” 2016. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/113356.

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

MLA Handbook (7th Edition):

Nguyen, Duc Cong Hiep. “Optimal water allocation and scheduling for irrigation using ant colony algorithms.” 2016. Web. 19 Feb 2020.

Vancouver:

Nguyen DCH. Optimal water allocation and scheduling for irrigation using ant colony algorithms. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/113356.

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

Council of Science Editors:

Nguyen DCH. Optimal water allocation and scheduling for irrigation using ant colony algorithms. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/113356

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


University of Adelaide

30. Perez Ospina, Santiago. Acoustic analysis of rock cutting process for impregnated diamond drilling.

Degree: 2016, University of Adelaide

 The rock cutting industry has experienced important changes with the introduction of diamond-based drilling tools in the last few decades. Impregnated diamond (ID) bits are… (more)

Subjects/Keywords: acoustic emission; diamond drilling; bit wear; rock abrasivity; machine learning; Research by Publication

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Perez Ospina, S. (2016). Acoustic analysis of rock cutting process for impregnated diamond drilling. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/113357

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):

Perez Ospina, Santiago. “Acoustic analysis of rock cutting process for impregnated diamond drilling.” 2016. Thesis, University of Adelaide. Accessed February 19, 2020. http://hdl.handle.net/2440/113357.

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

MLA Handbook (7th Edition):

Perez Ospina, Santiago. “Acoustic analysis of rock cutting process for impregnated diamond drilling.” 2016. Web. 19 Feb 2020.

Vancouver:

Perez Ospina S. Acoustic analysis of rock cutting process for impregnated diamond drilling. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2020 Feb 19]. Available from: http://hdl.handle.net/2440/113357.

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

Council of Science Editors:

Perez Ospina S. Acoustic analysis of rock cutting process for impregnated diamond drilling. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/113357

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

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