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You searched for +publisher:"University of Adelaide" +contributor:("School of Civil, Environmental and Mining Engineering"). Showing records 1 – 30 of 147 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Arjomand E. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2021 Apr 10]. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Nicholas GD. An integrated risk evaluation model for mineral deposits. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2021 Apr 10]. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Zhang T. A generic mechanics approach for predicting shear strength of reinforced concrete beams. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2021 Apr 10]. 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 April 10, 2021. 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. 10 Apr 2021.

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 2021 Apr 10]. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Su Y. Advances in development of novel ultra-high performance concrete. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2021 Apr 10]. 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. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Munoz Principe HE. Rock strength and deformability characterisation and assessment for drilling performance estimation. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2021 Apr 10]. 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

7. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Mohseni H. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2021 Apr 10]. 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

8. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Khatami H. A study of arching effect in soils incorporating receycled tyres. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2021 Apr 10]. 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

9. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Vu VD. A kinematically enhanced constitutive model for progressive damage analysis of unidirectional fiber reinforced composites. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2021 Apr 10]. 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


University of Adelaide

10. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Dragos J. New dynamic analysis techniques for structural members subjected to blast loads. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2021 Apr 10]. 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

11. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Addo Junior E. Multivariate Modelling of Geological and Geometallurgical Variables. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2021 Apr 10]. 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

12. 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 April 10, 2021. 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. 10 Apr 2021.

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 2021 Apr 10]. 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

13. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Zhou C. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2021 Apr 10]. 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

14. 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 April 10, 2021. 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. 10 Apr 2021.

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 2021 Apr 10]. 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

15. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Xia Y. Cladding Protection of Reinforced Concrete Structural Members against Blast Loading. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2021 Apr 10]. 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

16. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Wright DP. Influence diagnostics in hydrological modeling. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2021 Apr 10]. 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

17. 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 April 10, 2021. 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. 10 Apr 2021.

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 2021 Apr 10]. 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

18. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Guo D. Practical Implementation of the Scenario-Neutral Approach to Climate Impact Assessments for Hydrological Systems. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2021 Apr 10]. 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

19. Coward, Stephen John. Evaluation of Metallurgical Recovery Factors for Diamonds Recovered from Kimberlites.

Degree: 2020, University of Adelaide

 Extraction and recovery of diamonds requires that the host rock, kimberlite, is fragmented to liberate and recover the contained diamonds. Optimal recovery requires trade-offs to… (more)

Subjects/Keywords: Diamonds; metallurgical; recovery; kimberlites; value chain; simulation

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APA (6th Edition):

Coward, S. J. (2020). Evaluation of Metallurgical Recovery Factors for Diamonds Recovered from Kimberlites. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/124874

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):

Coward, Stephen John. “Evaluation of Metallurgical Recovery Factors for Diamonds Recovered from Kimberlites.” 2020. Thesis, University of Adelaide. Accessed April 10, 2021. http://hdl.handle.net/2440/124874.

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

MLA Handbook (7th Edition):

Coward, Stephen John. “Evaluation of Metallurgical Recovery Factors for Diamonds Recovered from Kimberlites.” 2020. Web. 10 Apr 2021.

Vancouver:

Coward SJ. Evaluation of Metallurgical Recovery Factors for Diamonds Recovered from Kimberlites. [Internet] [Thesis]. University of Adelaide; 2020. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/2440/124874.

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

Council of Science Editors:

Coward SJ. Evaluation of Metallurgical Recovery Factors for Diamonds Recovered from Kimberlites. [Thesis]. University of Adelaide; 2020. Available from: http://hdl.handle.net/2440/124874

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

20. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Knight D. The generic simulation of reinforced concrete beams with prestressing and external reinforcement. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2021 Apr 10]. 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

21. 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 April 10, 2021. 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. 10 Apr 2021.

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 2021 Apr 10]. 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

22. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Shen J. Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion. [Internet] [Thesis]. University of Adelaide; 2013. [cited 2021 Apr 10]. 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

23. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Kashyap J. Out-of-plane strengthening of unreinforced masonry walls using FRP. [Internet] [Thesis]. University of Adelaide; 2014. [cited 2021 Apr 10]. 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

24. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Zhang F. Dynamic analysis of steel confined concrete tubular columns against blast loads. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2021 Apr 10]. 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

25. 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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Salt MR. Water balance and the influence of temporal factors on final covers for landfill closure. [Internet] [Thesis]. University of Adelaide; 2013. [cited 2021 Apr 10]. 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

26. Xu, Juechun. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.

Degree: 2016, University of Adelaide

 The understanding of different failure modes of reinforced concrete members is essential in the blast analysis and design of civil and defence structures. Normal concrete… (more)

Subjects/Keywords: blast loading; direct shear; P-I diagram; reinforced concrete; shear transfet; ultra high performance fibre reinforced concrete; finite element

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APA (6th Edition):

Xu, J. (2016). Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119514

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):

Xu, Juechun. “Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.” 2016. Thesis, University of Adelaide. Accessed April 10, 2021. http://hdl.handle.net/2440/119514.

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

MLA Handbook (7th Edition):

Xu, Juechun. “Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.” 2016. Web. 10 Apr 2021.

Vancouver:

Xu J. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/2440/119514.

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

Council of Science Editors:

Xu J. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119514

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


University of Adelaide

27. Xu, Jiayi. Finite element analysis of impregnated diamond drilling bits.

Degree: 2016, University of Adelaide

 Diamond, including its synthesis, is a unique material not just because of its rarity and decorative features. Some of its physical properties are exceptional, which… (more)

Subjects/Keywords: diamond impregnated bits; interface de-bonding; cohesive zone modelling; finite element modelling

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APA (6th Edition):

Xu, J. (2016). Finite element analysis of impregnated diamond drilling bits. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119563

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):

Xu, Jiayi. “Finite element analysis of impregnated diamond drilling bits.” 2016. Thesis, University of Adelaide. Accessed April 10, 2021. http://hdl.handle.net/2440/119563.

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

MLA Handbook (7th Edition):

Xu, Jiayi. “Finite element analysis of impregnated diamond drilling bits.” 2016. Web. 10 Apr 2021.

Vancouver:

Xu J. Finite element analysis of impregnated diamond drilling bits. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/2440/119563.

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

Council of Science Editors:

Xu J. Finite element analysis of impregnated diamond drilling bits. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119563

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


University of Adelaide

28. Zuo, Zhongcun. The coupled chemo-mechanical degradation of cement-based materials.

Degree: 2020, University of Adelaide

 The thesis is devoted to study the degradation mechanisms of cement-based materials in contact with aggressive aqueous solutions, including the process of chemical reactions between… (more)

Subjects/Keywords: Cement durability; coupled degradation; calcium carbonate; elasticity change; microstructure; non-local damage; reactive transport model

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

APA (6th Edition):

Zuo, Z. (2020). The coupled chemo-mechanical degradation of cement-based materials. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/125013

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):

Zuo, Zhongcun. “The coupled chemo-mechanical degradation of cement-based materials.” 2020. Thesis, University of Adelaide. Accessed April 10, 2021. http://hdl.handle.net/2440/125013.

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

MLA Handbook (7th Edition):

Zuo, Zhongcun. “The coupled chemo-mechanical degradation of cement-based materials.” 2020. Web. 10 Apr 2021.

Vancouver:

Zuo Z. The coupled chemo-mechanical degradation of cement-based materials. [Internet] [Thesis]. University of Adelaide; 2020. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/2440/125013.

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

Council of Science Editors:

Zuo Z. The coupled chemo-mechanical degradation of cement-based materials. [Thesis]. University of Adelaide; 2020. Available from: http://hdl.handle.net/2440/125013

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


University of Adelaide

29. Park, Young Kol. Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading.

Degree: 2019, University of Adelaide

 Predicting the strength of masonry panel is the primary concern to have enough resistance for severe an extreme seismic event. Hence, there are numerous design… (more)

Subjects/Keywords: Masonry panel subjected to in-plane loading; DIC analysis; numerical study

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

APA (6th Edition):

Park, Y. K. (2019). Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/126036

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):

Park, Young Kol. “Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading.” 2019. Thesis, University of Adelaide. Accessed April 10, 2021. http://hdl.handle.net/2440/126036.

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

MLA Handbook (7th Edition):

Park, Young Kol. “Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading.” 2019. Web. 10 Apr 2021.

Vancouver:

Park YK. Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/2440/126036.

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

Council of Science Editors:

Park YK. Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/126036

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


University of Adelaide

30. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 April 10, 2021. 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. 10 Apr 2021.

Vancouver:

Soltani A. Mechanical behavior of tire rubber–reinforced expansive soils. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2021 Apr 10]. 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

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