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You searched for +publisher:"University of New South Wales" +contributor:("Hebblewhite, Bruce, Mining Engineering, Faculty of Engineering, UNSW"). Showing records 1 – 10 of 10 total matches.

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University of New South Wales

1. Lowther, Robert John. Modelling brittle damage to tunnel excavations in a block cave operation using linear elastic damage criteria.

Degree: Mining Engineering, 2014, University of New South Wales

 Large scale underground bulk mining methods such as Block Caving allow for mass extraction of large, low grade ore bodies in a cost effective manner.… (more)

Subjects/Keywords: Tunnel; Brittle; Damage; Excavations; Block Cave; Linear Elastic; Damage Criteria

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APA (6th Edition):

Lowther, R. J. (2014). Modelling brittle damage to tunnel excavations in a block cave operation using linear elastic damage criteria. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11794/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Lowther, Robert John. “Modelling brittle damage to tunnel excavations in a block cave operation using linear elastic damage criteria.” 2014. Masters Thesis, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/53108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11794/SOURCE01?view=true.

MLA Handbook (7th Edition):

Lowther, Robert John. “Modelling brittle damage to tunnel excavations in a block cave operation using linear elastic damage criteria.” 2014. Web. 22 Oct 2019.

Vancouver:

Lowther RJ. Modelling brittle damage to tunnel excavations in a block cave operation using linear elastic damage criteria. [Internet] [Masters thesis]. University of New South Wales; 2014. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/53108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11794/SOURCE01?view=true.

Council of Science Editors:

Lowther RJ. Modelling brittle damage to tunnel excavations in a block cave operation using linear elastic damage criteria. [Masters Thesis]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11794/SOURCE01?view=true


University of New South Wales

2. Sainsbury, Bre-Anne. A model for cave propagation and subsidence assessment in jointed rock masses.

Degree: Mining Engineering, 2012, University of New South Wales

 Cave mining methods allow for the bulk extraction of large, low grade orebodies in a cost effective manner. The fundamental mechanics of caving involves the… (more)

Subjects/Keywords: Cave mining; Numerical modelling

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APA (6th Edition):

Sainsbury, B. (2012). A model for cave propagation and subsidence assessment in jointed rock masses. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/52486 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11159/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Sainsbury, Bre-Anne. “A model for cave propagation and subsidence assessment in jointed rock masses.” 2012. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/52486 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11159/SOURCE01?view=true.

MLA Handbook (7th Edition):

Sainsbury, Bre-Anne. “A model for cave propagation and subsidence assessment in jointed rock masses.” 2012. Web. 22 Oct 2019.

Vancouver:

Sainsbury B. A model for cave propagation and subsidence assessment in jointed rock masses. [Internet] [Doctoral dissertation]. University of New South Wales; 2012. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/52486 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11159/SOURCE01?view=true.

Council of Science Editors:

Sainsbury B. A model for cave propagation and subsidence assessment in jointed rock masses. [Doctoral Dissertation]. University of New South Wales; 2012. Available from: http://handle.unsw.edu.au/1959.4/52486 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11159/SOURCE01?view=true


University of New South Wales

3. Tibbett, James. A systems approach to understanding block caving geomechanics.

Degree: Mining Engineering, 2015, University of New South Wales

 Block caving is an underground mining method of great importance to the future extraction of suitable, large, low-grade deposits due to high production rate potential… (more)

Subjects/Keywords: Systems Engineering; Block Caving; Geomechanics; Virtual Reality; Scientific Visualisation; Seismicity

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APA (6th Edition):

Tibbett, J. (2015). A systems approach to understanding block caving geomechanics. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55328 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37169/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Tibbett, James. “A systems approach to understanding block caving geomechanics.” 2015. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/55328 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37169/SOURCE02?view=true.

MLA Handbook (7th Edition):

Tibbett, James. “A systems approach to understanding block caving geomechanics.” 2015. Web. 22 Oct 2019.

Vancouver:

Tibbett J. A systems approach to understanding block caving geomechanics. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/55328 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37169/SOURCE02?view=true.

Council of Science Editors:

Tibbett J. A systems approach to understanding block caving geomechanics. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/55328 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37169/SOURCE02?view=true


University of New South Wales

4. Brook, Martin. Geomechanical behaviour and deformation of coal mine roof strata around faults: toward an engineering geological model.

Degree: Mining Engineering, 2016, University of New South Wales

 The development of an accurate engineering geological model and adequate knowledge of spatial variation in rock mass condition are important prerequisites for mine planning and… (more)

Subjects/Keywords: Geotechnical; Coal mine; Strata control; Longwall; Bowen Basin

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APA (6th Edition):

Brook, M. (2016). Geomechanical behaviour and deformation of coal mine roof strata around faults: toward an engineering geological model. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56079 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:39990/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Brook, Martin. “Geomechanical behaviour and deformation of coal mine roof strata around faults: toward an engineering geological model.” 2016. Masters Thesis, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/56079 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:39990/SOURCE02?view=true.

MLA Handbook (7th Edition):

Brook, Martin. “Geomechanical behaviour and deformation of coal mine roof strata around faults: toward an engineering geological model.” 2016. Web. 22 Oct 2019.

Vancouver:

Brook M. Geomechanical behaviour and deformation of coal mine roof strata around faults: toward an engineering geological model. [Internet] [Masters thesis]. University of New South Wales; 2016. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/56079 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:39990/SOURCE02?view=true.

Council of Science Editors:

Brook M. Geomechanical behaviour and deformation of coal mine roof strata around faults: toward an engineering geological model. [Masters Thesis]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/56079 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:39990/SOURCE02?view=true


University of New South Wales

5. Barbato, James. Development of improved methods for the prediction of horizontal movement and strain at the surface due to longwall coal mining.

Degree: Mining Engineering, 2017, University of New South Wales

 There are several well-established empirical and mechanistic methods used to predict mine subsidence due to longwall mining. These methods can provide reliable predictions of vertical… (more)

Subjects/Keywords: Strain; Subsidence; Horizontal movement; Prediction; Numerical modelling

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APA (6th Edition):

Barbato, J. (2017). Development of improved methods for the prediction of horizontal movement and strain at the surface due to longwall coal mining. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/58771 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47542/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Barbato, James. “Development of improved methods for the prediction of horizontal movement and strain at the surface due to longwall coal mining.” 2017. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/58771 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47542/SOURCE02?view=true.

MLA Handbook (7th Edition):

Barbato, James. “Development of improved methods for the prediction of horizontal movement and strain at the surface due to longwall coal mining.” 2017. Web. 22 Oct 2019.

Vancouver:

Barbato J. Development of improved methods for the prediction of horizontal movement and strain at the surface due to longwall coal mining. [Internet] [Doctoral dissertation]. University of New South Wales; 2017. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/58771 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47542/SOURCE02?view=true.

Council of Science Editors:

Barbato J. Development of improved methods for the prediction of horizontal movement and strain at the surface due to longwall coal mining. [Doctoral Dissertation]. University of New South Wales; 2017. Available from: http://handle.unsw.edu.au/1959.4/58771 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47542/SOURCE02?view=true


University of New South Wales

6. Bahaaddini, Mojtaba. Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses.

Degree: Mining Engineering, 2014, University of New South Wales

 The mechanical behaviour of a rock mass is significantly controlled by the presence of discontinuities, and understanding the effect of discontinuities is essential in the… (more)

Subjects/Keywords: Joint roughness; Rock joints; Shear behaviour; Non-persistent jointed rock mass; DEM modelling; Bonded particle model

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APA (6th Edition):

Bahaaddini, M. (2014). Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53385 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12080/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Bahaaddini, Mojtaba. “Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses.” 2014. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/53385 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12080/SOURCE02?view=true.

MLA Handbook (7th Edition):

Bahaaddini, Mojtaba. “Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses.” 2014. Web. 22 Oct 2019.

Vancouver:

Bahaaddini M. Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/53385 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12080/SOURCE02?view=true.

Council of Science Editors:

Bahaaddini M. Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53385 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12080/SOURCE02?view=true


University of New South Wales

7. Zhang, Chengguo. Evaluation of mechanisms contributing to valley closure subsidence effects under irregular topographic conditions.

Degree: Mining Engineering, 2014, University of New South Wales

 Valley closure subsidence has been observed for decades in Australia and overseas where underground extractions have occurred beneath or in close proximity to valleys and… (more)

Subjects/Keywords: Upsidence; Subsidence; Valley closure; Numerical modelling

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APA (6th Edition):

Zhang, C. (2014). Evaluation of mechanisms contributing to valley closure subsidence effects under irregular topographic conditions. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/54252 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13721/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Zhang, Chengguo. “Evaluation of mechanisms contributing to valley closure subsidence effects under irregular topographic conditions.” 2014. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/54252 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13721/SOURCE02?view=true.

MLA Handbook (7th Edition):

Zhang, Chengguo. “Evaluation of mechanisms contributing to valley closure subsidence effects under irregular topographic conditions.” 2014. Web. 22 Oct 2019.

Vancouver:

Zhang C. Evaluation of mechanisms contributing to valley closure subsidence effects under irregular topographic conditions. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/54252 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13721/SOURCE02?view=true.

Council of Science Editors:

Zhang C. Evaluation of mechanisms contributing to valley closure subsidence effects under irregular topographic conditions. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/54252 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13721/SOURCE02?view=true


University of New South Wales

8. Le, Tien Dung. Longwall Top Coal Caving Mechanism and Cavability Assessment.

Degree: Mining Engineering, 2018, University of New South Wales

 Longwall Top Coal Caving (LTCC) is considered one of the most efficient methods for mining thick coal seams. Compared to other thick seam mining methods,… (more)

Subjects/Keywords: Top coal cavability; Longwall Top Coal Caving; Caving mechanism; Numerical modelling

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APA (6th Edition):

Le, T. D. (2018). Longwall Top Coal Caving Mechanism and Cavability Assessment. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59591 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49038/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Le, Tien Dung. “Longwall Top Coal Caving Mechanism and Cavability Assessment.” 2018. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/59591 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49038/SOURCE02?view=true.

MLA Handbook (7th Edition):

Le, Tien Dung. “Longwall Top Coal Caving Mechanism and Cavability Assessment.” 2018. Web. 22 Oct 2019.

Vancouver:

Le TD. Longwall Top Coal Caving Mechanism and Cavability Assessment. [Internet] [Doctoral dissertation]. University of New South Wales; 2018. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/59591 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49038/SOURCE02?view=true.

Council of Science Editors:

Le TD. Longwall Top Coal Caving Mechanism and Cavability Assessment. [Doctoral Dissertation]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/59591 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49038/SOURCE02?view=true


University of New South Wales

9. Li, Li. Investigation into shear performance of rockbolts under static and dynamic loading conditions.

Degree: Mining Engineering, 2016, University of New South Wales

 A large proportion of reinforcing elements in jointed rock mass can fail in shear. In the deep mines and rockburst-prone conditions, the bending and shear… (more)

Subjects/Keywords: Dynamic load; Double shear test; Rockbolt; Numerical modelling; Drop test

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APA (6th Edition):

Li, L. (2016). Investigation into shear performance of rockbolts under static and dynamic loading conditions. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57073 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42441/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Li, Li. “Investigation into shear performance of rockbolts under static and dynamic loading conditions.” 2016. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/57073 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42441/SOURCE02?view=true.

MLA Handbook (7th Edition):

Li, Li. “Investigation into shear performance of rockbolts under static and dynamic loading conditions.” 2016. Web. 22 Oct 2019.

Vancouver:

Li L. Investigation into shear performance of rockbolts under static and dynamic loading conditions. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/57073 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42441/SOURCE02?view=true.

Council of Science Editors:

Li L. Investigation into shear performance of rockbolts under static and dynamic loading conditions. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57073 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42441/SOURCE02?view=true


University of New South Wales

10. Franz, Juergen. An investigation of combined failure mechanisms in large scale open pit slopes.

Degree: Mining Engineering, 2009, University of New South Wales

 Failure mechanisms in large scale open pit slopes are more complex than could be considered through conventional slope design methods. Pit slope behaviour must be… (more)

Subjects/Keywords: slope modelling; combined slope failure mechanism; large scale open pit slope

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APA (6th Edition):

Franz, J. (2009). An investigation of combined failure mechanisms in large scale open pit slopes. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/43368 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:4045/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Franz, Juergen. “An investigation of combined failure mechanisms in large scale open pit slopes.” 2009. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/43368 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:4045/SOURCE01?view=true.

MLA Handbook (7th Edition):

Franz, Juergen. “An investigation of combined failure mechanisms in large scale open pit slopes.” 2009. Web. 22 Oct 2019.

Vancouver:

Franz J. An investigation of combined failure mechanisms in large scale open pit slopes. [Internet] [Doctoral dissertation]. University of New South Wales; 2009. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/43368 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:4045/SOURCE01?view=true.

Council of Science Editors:

Franz J. An investigation of combined failure mechanisms in large scale open pit slopes. [Doctoral Dissertation]. University of New South Wales; 2009. Available from: http://handle.unsw.edu.au/1959.4/43368 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:4045/SOURCE01?view=true

.