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You searched for subject:(geotechnical). Showing records 1 – 30 of 186 total matches.

[1] [2] [3] [4] [5] [6] [7]

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University of Canterbury

1. Stringer, M.E. The axial behaviour of piled foundations in liquefiable soils.

Degree: Civil and Natural Resources Engineering, 2012, University of Canterbury

 Understanding the mechanisms by which any engineering structure resists load is an essential requirement for its consistent and reliable design. The axial resistance which can… (more)

Subjects/Keywords: Geotechnical Earthquake Engineering; deep foundations

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

APA (6th Edition):

Stringer, M. E. (2012). The axial behaviour of piled foundations in liquefiable soils. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/12967

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):

Stringer, M E. “The axial behaviour of piled foundations in liquefiable soils.” 2012. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/12967.

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

MLA Handbook (7th Edition):

Stringer, M E. “The axial behaviour of piled foundations in liquefiable soils.” 2012. Web. 13 Nov 2019.

Vancouver:

Stringer ME. The axial behaviour of piled foundations in liquefiable soils. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/12967.

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

Council of Science Editors:

Stringer ME. The axial behaviour of piled foundations in liquefiable soils. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/12967

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


University of Canterbury

2. Loh, Kelvin. An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls.

Degree: Department of Civil and Natural Resources Engineering, 2013, University of Canterbury

 Geosynthetic reinforced soil (GRS) walls involve the use of geosynthetic reinforcement (polymer material) within the retained backfill, forming a reinforced soil block where transmission of… (more)

Subjects/Keywords: geosynthetic; reinforced soil walls; retaining walls; geotechnical

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APA (6th Edition):

Loh, K. (2013). An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8734

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):

Loh, Kelvin. “An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls.” 2013. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/8734.

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

MLA Handbook (7th Edition):

Loh, Kelvin. “An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls.” 2013. Web. 13 Nov 2019.

Vancouver:

Loh K. An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/8734.

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

Council of Science Editors:

Loh K. An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/8734

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


University of Canterbury

3. Brehaut, Richard Jeremy. Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines.

Degree: Geological Sciences, 2009, University of Canterbury

 The Hamersley Province, located approximately 1200 km north of Perth, Western Australia forms part of the southern Pilbara craton, an extensive area of Band Iron… (more)

Subjects/Keywords: Slope Stability; Hydrogeology; Open Pit; Depressurisation; Slope Drainage; Geotechnical.

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APA (6th Edition):

Brehaut, R. J. (2009). Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4465

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):

Brehaut, Richard Jeremy. “Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/4465.

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

MLA Handbook (7th Edition):

Brehaut, Richard Jeremy. “Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines.” 2009. Web. 13 Nov 2019.

Vancouver:

Brehaut RJ. Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/4465.

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

Council of Science Editors:

Brehaut RJ. Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/4465

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


University of Canterbury

4. Bird, Joshua John. Debris flows : interior velocity profiles.

Degree: Department of Civil and Natural Resources Engineering, 2014, University of Canterbury

 Debris flows are an increasingly potential hazard in steep mountain valleys. Obtaining understanding of this phenomena is made difficult by the highly complex interaction between… (more)

Subjects/Keywords: Debris Flows; PIV; LIF; PLIF; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Bird, J. J. (2014). Debris flows : interior velocity profiles. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/12970

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):

Bird, Joshua John. “Debris flows : interior velocity profiles.” 2014. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/12970.

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

MLA Handbook (7th Edition):

Bird, Joshua John. “Debris flows : interior velocity profiles.” 2014. Web. 13 Nov 2019.

Vancouver:

Bird JJ. Debris flows : interior velocity profiles. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/12970.

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

Council of Science Editors:

Bird JJ. Debris flows : interior velocity profiles. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/12970

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


University of Canterbury

5. Taylor, Merrick Leonard. The geotechnical characterisation of Christchurch sands for advanced soil modelling.

Degree: Dept. Civil Engineering, 2015, University of Canterbury

 In 2010 and 2011 Christchurch, New Zealand experienced a series of earthquakes that caused extensive damage across the city, but primarily to the Central Business… (more)

Subjects/Keywords: liquefaction; cyclic triaxial testing; soil characterisation; Christchurch sand; geotechnical

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APA (6th Edition):

Taylor, M. L. (2015). The geotechnical characterisation of Christchurch sands for advanced soil modelling. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/11266

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):

Taylor, Merrick Leonard. “The geotechnical characterisation of Christchurch sands for advanced soil modelling.” 2015. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/11266.

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

MLA Handbook (7th Edition):

Taylor, Merrick Leonard. “The geotechnical characterisation of Christchurch sands for advanced soil modelling.” 2015. Web. 13 Nov 2019.

Vancouver:

Taylor ML. The geotechnical characterisation of Christchurch sands for advanced soil modelling. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/11266.

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

Council of Science Editors:

Taylor ML. The geotechnical characterisation of Christchurch sands for advanced soil modelling. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/11266

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

6. Yates, Katherine. Post-disaster geotechnical response for hilly terrain: a case study from the Canterbury Earthquake Sequence.

Degree: Geological Sciences, 2014, University of Canterbury

 Case study analysis of the 2010-2011 Canterbury Earthquake Sequence (CES), which particularly impacted Christchurch City, New Zealand, has highlighted the value of practical, standardised and… (more)

Subjects/Keywords: Canterbury Earthquake Sequence; coseismic; landslide; geotechnical response; risk assessment; earthquake

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APA (6th Edition):

Yates, K. (2014). Post-disaster geotechnical response for hilly terrain: a case study from the Canterbury Earthquake Sequence. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9345

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):

Yates, Katherine. “Post-disaster geotechnical response for hilly terrain: a case study from the Canterbury Earthquake Sequence.” 2014. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/9345.

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

MLA Handbook (7th Edition):

Yates, Katherine. “Post-disaster geotechnical response for hilly terrain: a case study from the Canterbury Earthquake Sequence.” 2014. Web. 13 Nov 2019.

Vancouver:

Yates K. Post-disaster geotechnical response for hilly terrain: a case study from the Canterbury Earthquake Sequence. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/9345.

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

Council of Science Editors:

Yates K. Post-disaster geotechnical response for hilly terrain: a case study from the Canterbury Earthquake Sequence. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/9345

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


University of Canterbury

7. Frenzel, C. Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries.

Degree: Geological Sciences, 2009, University of Canterbury

 A numerical modelling approach was developed to explicitly simulate geomechanical characteristics of intact rock: mineralogy, grain size and fabric. The approach involved creating a representative… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0914 - Resources Engineering and Extractive Metallurgy::091402 - Geomechanics and Resources Geotechnical Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Frenzel, C. (2009). Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5619

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):

Frenzel, C. “Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/5619.

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

MLA Handbook (7th Edition):

Frenzel, C. “Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries.” 2009. Web. 13 Nov 2019.

Vancouver:

Frenzel C. Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/5619.

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

Council of Science Editors:

Frenzel C. Constitutive Model for Numerical Modelling of Highly Stressed Heterogeneous Massive Rocks at Excavation Boundaries. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/5619

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


University of Canterbury

8. Miyamoto, H. Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading.

Degree: Civil and Natural Resources Engineering, 2015, University of Canterbury

 Severe liquefaction was repeatedly observed during the 2010 - 2011 C hristchurch earthquake s , particularly affecting deposits of fine sands and silty sands of… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Miyamoto, H. (2015). Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/11285

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):

Miyamoto, H. “Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading.” 2015. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/11285.

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

MLA Handbook (7th Edition):

Miyamoto, H. “Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading.” 2015. Web. 13 Nov 2019.

Vancouver:

Miyamoto H. Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/11285.

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

Council of Science Editors:

Miyamoto H. Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/11285

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


University of Canterbury

9. Bradley, B.A. Relative accuracy of CPT-based liquefaction evaluation procedures: Lessons learned for the 2010-2011 Canterbury earthquake sequence.

Degree: Civil and Natural Resources Engineering, 2015, University of Canterbury

 Data from the 2010-2011 Canterbury earthquake sequence (CES) provides an unprecedented opportunity to assess and advance the current state of practice for evaluating liquefaction triggering.… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Bradley, B. A. (2015). Relative accuracy of CPT-based liquefaction evaluation procedures: Lessons learned for the 2010-2011 Canterbury earthquake sequence. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/12060

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):

Bradley, B A. “Relative accuracy of CPT-based liquefaction evaluation procedures: Lessons learned for the 2010-2011 Canterbury earthquake sequence.” 2015. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/12060.

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

MLA Handbook (7th Edition):

Bradley, B A. “Relative accuracy of CPT-based liquefaction evaluation procedures: Lessons learned for the 2010-2011 Canterbury earthquake sequence.” 2015. Web. 13 Nov 2019.

Vancouver:

Bradley BA. Relative accuracy of CPT-based liquefaction evaluation procedures: Lessons learned for the 2010-2011 Canterbury earthquake sequence. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/12060.

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

Council of Science Editors:

Bradley BA. Relative accuracy of CPT-based liquefaction evaluation procedures: Lessons learned for the 2010-2011 Canterbury earthquake sequence. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/12060

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


University of Canterbury

10. Cubrinovski M. A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data.

Degree: 2015, University of Canterbury

 This paper summarizes the development of a high-resolution surficial shear wave velocity model based on the combination of the large high-spatial-density database of cone penetration… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

M, C. (2015). A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/13718

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):

M, Cubrinovski. “A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data.” 2015. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/13718.

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

MLA Handbook (7th Edition):

M, Cubrinovski. “A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data.” 2015. Web. 13 Nov 2019.

Vancouver:

M C. A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/13718.

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

Council of Science Editors:

M C. A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/13718

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


University of Canterbury

11. Cubrinovski, M. Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 Spectrum intensity (SI), defined as the integral of the pseudospectral velocity of a ground motion from 0.1 to 2.5 sec, has recently been shown to… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Cubrinovski, M. (2009). Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3632

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):

Cubrinovski, M. “Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3632.

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

MLA Handbook (7th Edition):

Cubrinovski, M. “Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations.” 2009. Web. 13 Nov 2019.

Vancouver:

Cubrinovski M. Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3632.

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

Council of Science Editors:

Cubrinovski M. Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3632

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


University of Canterbury

12. MacRae, G. Intensity measures for the seismic response of pile foundations.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 In this study the efficacy of various ground motion intensity measures for the seismic response of pile foundations embedded in liquefiable and non-liquefiable soils is… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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

APA (6th Edition):

MacRae, G. (2009). Intensity measures for the seismic response of pile foundations. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3634

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):

MacRae, G. “Intensity measures for the seismic response of pile foundations.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3634.

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

MLA Handbook (7th Edition):

MacRae, G. “Intensity measures for the seismic response of pile foundations.” 2009. Web. 13 Nov 2019.

Vancouver:

MacRae G. Intensity measures for the seismic response of pile foundations. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3634.

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

Council of Science Editors:

MacRae G. Intensity measures for the seismic response of pile foundations. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3634

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


University of Canterbury

13. Lee, D.S. Seismic loss estimation for efficient decision making.

Degree: Civil and Natural Resources Engineering; University of Canterbury. Mathematics and Statistics, 2009, University of Canterbury

 In order to incorporate seismic risk of facilities into a decision making framework, procedures are needed to quantify such risk for stakeholders. Seismic loss estimation… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Lee, D. S. (2009). Seismic loss estimation for efficient decision making. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3900

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):

Lee, D S. “Seismic loss estimation for efficient decision making.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3900.

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

MLA Handbook (7th Edition):

Lee, D S. “Seismic loss estimation for efficient decision making.” 2009. Web. 13 Nov 2019.

Vancouver:

Lee DS. Seismic loss estimation for efficient decision making. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3900.

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

Council of Science Editors:

Lee DS. Seismic loss estimation for efficient decision making. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3900

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


University of Canterbury

14. Bradley, B.A. A generalized conditional intensity measure approach and holistic ground motion selection.

Degree: Civil and Natural Resources Engineering, 2010, University of Canterbury

 The rigorous selection of ground motions is an important consideration in a seismic risk assessment as it provides the link between seismic hazard (seismology) and… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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

APA (6th Edition):

Bradley, B. A. (2010). A generalized conditional intensity measure approach and holistic ground motion selection. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3895

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):

Bradley, B A. “A generalized conditional intensity measure approach and holistic ground motion selection.” 2010. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3895.

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

MLA Handbook (7th Edition):

Bradley, B A. “A generalized conditional intensity measure approach and holistic ground motion selection.” 2010. Web. 13 Nov 2019.

Vancouver:

Bradley BA. A generalized conditional intensity measure approach and holistic ground motion selection. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3895.

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

Council of Science Editors:

Bradley BA. A generalized conditional intensity measure approach and holistic ground motion selection. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/3895

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


University of Canterbury

15. Bobei, D. Limited flow characteristics of sand with fines under monotonic and cyclic loading.

Degree: Civil and Natural Resources Engineering, 2010, University of Canterbury

 Experimental studies on a sand with a well-graded low plasticity fines were conducted to study a number of issues related to limited flow. Cyclic behaviour… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Bobei, D. (2010). Limited flow characteristics of sand with fines under monotonic and cyclic loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3983

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):

Bobei, D. “Limited flow characteristics of sand with fines under monotonic and cyclic loading.” 2010. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3983.

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

MLA Handbook (7th Edition):

Bobei, D. “Limited flow characteristics of sand with fines under monotonic and cyclic loading.” 2010. Web. 13 Nov 2019.

Vancouver:

Bobei D. Limited flow characteristics of sand with fines under monotonic and cyclic loading. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3983.

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

Council of Science Editors:

Bobei D. Limited flow characteristics of sand with fines under monotonic and cyclic loading. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/3983

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


University of Canterbury

16. Jackson, Perry Francis. An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading.

Degree: Department of Civil and Natural Resources Engineering, 2010, University of Canterbury

 Reinforcement of soil enables a soil slope or wall to be retained at angles steeper than the soil material’s angle of repose. Geosynthetic Reinforced Soil… (more)

Subjects/Keywords: Geosynthetic Reinforced Soil; Geotechnical Seismic Performance; Shake-table; GeoPIV; High-speed Imaging

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APA (6th Edition):

Jackson, P. F. (2010). An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5522

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):

Jackson, Perry Francis. “An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading.” 2010. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/5522.

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

MLA Handbook (7th Edition):

Jackson, Perry Francis. “An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading.” 2010. Web. 13 Nov 2019.

Vancouver:

Jackson PF. An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/5522.

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

Council of Science Editors:

Jackson PF. An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/5522

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


University of Canterbury

17. Bradley, B.A. A generalized conditional intensity measure approach and holistic ground motion selection.

Degree: Civil and Natural Resources Engineering, 2010, University of Canterbury

 A generalised conditional intensity measure (GCIM) approach is proposed for use in the holistic selection of ground motions for any form of seismic response analysis.… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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

APA (6th Edition):

Bradley, B. A. (2010). A generalized conditional intensity measure approach and holistic ground motion selection. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5108

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):

Bradley, B A. “A generalized conditional intensity measure approach and holistic ground motion selection.” 2010. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/5108.

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

MLA Handbook (7th Edition):

Bradley, B A. “A generalized conditional intensity measure approach and holistic ground motion selection.” 2010. Web. 13 Nov 2019.

Vancouver:

Bradley BA. A generalized conditional intensity measure approach and holistic ground motion selection. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/5108.

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

Council of Science Editors:

Bradley BA. A generalized conditional intensity measure approach and holistic ground motion selection. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/5108

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


University of Canterbury

18. Bradley, B.A. Design seismic demands from seismic response analyses: A probability-based approach.

Degree: Civil and Natural Resources Engineering, 2011, University of Canterbury

 Earthquake-resistant design guidelines commonly prescribe that when conducting seismic response analyses: (i) a minimum of three ground motions can be used; (ii) if less than… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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

APA (6th Edition):

Bradley, B. A. (2011). Design seismic demands from seismic response analyses: A probability-based approach. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5127

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):

Bradley, B A. “Design seismic demands from seismic response analyses: A probability-based approach.” 2011. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/5127.

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

MLA Handbook (7th Edition):

Bradley, B A. “Design seismic demands from seismic response analyses: A probability-based approach.” 2011. Web. 13 Nov 2019.

Vancouver:

Bradley BA. Design seismic demands from seismic response analyses: A probability-based approach. [Internet] [Thesis]. University of Canterbury; 2011. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/5127.

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

Council of Science Editors:

Bradley BA. Design seismic demands from seismic response analyses: A probability-based approach. [Thesis]. University of Canterbury; 2011. Available from: http://hdl.handle.net/10092/5127

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


University of Canterbury

19. Coll, C. A DEM approach to rock joint strength estimate.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 Structural defects such as joints or faults are inherent to almost any rock mass. In many situations such defects have a major impact on slope… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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

APA (6th Edition):

Coll, C. (2009). A DEM approach to rock joint strength estimate. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8453

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):

Coll, C. “A DEM approach to rock joint strength estimate.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/8453.

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

MLA Handbook (7th Edition):

Coll, C. “A DEM approach to rock joint strength estimate.” 2009. Web. 13 Nov 2019.

Vancouver:

Coll C. A DEM approach to rock joint strength estimate. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/8453.

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

Council of Science Editors:

Coll C. A DEM approach to rock joint strength estimate. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/8453

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


University of Canterbury

20. Coll, C. DEM modelling of the shear behaviour of rock joints.

Degree: Civil and Natural Resources Engineering, 2011, University of Canterbury

 The constitutive behaviour of rock discontinuities is highly controlled by the roughness of the surface. Its contribution is a combination of two aspects of overall… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Coll, C. (2011). DEM modelling of the shear behaviour of rock joints. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8090

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):

Coll, C. “DEM modelling of the shear behaviour of rock joints.” 2011. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/8090.

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

MLA Handbook (7th Edition):

Coll, C. “DEM modelling of the shear behaviour of rock joints.” 2011. Web. 13 Nov 2019.

Vancouver:

Coll C. DEM modelling of the shear behaviour of rock joints. [Internet] [Thesis]. University of Canterbury; 2011. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/8090.

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

Council of Science Editors:

Coll C. DEM modelling of the shear behaviour of rock joints. [Thesis]. University of Canterbury; 2011. Available from: http://hdl.handle.net/10092/8090

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


University of Canterbury

21. Cubrinovski, M. Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs.

Degree: Civil and Natural Resources Engineering, 2014, University of Canterbury

 Using case studies from the 2010-2011 Canterbury, New Zealand earthquake sequence, this study assesses the accuracies of paleoliquefaction back-analysis methods and explores the challenges, techniques,… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Cubrinovski, M. (2014). Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9330

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):

Cubrinovski, M. “Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs.” 2014. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/9330.

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

MLA Handbook (7th Edition):

Cubrinovski, M. “Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs.” 2014. Web. 13 Nov 2019.

Vancouver:

Cubrinovski M. Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/9330.

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

Council of Science Editors:

Cubrinovski M. Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/9330

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


University of Waikato

22. Bell, Jessica Emily. Towards a Better Understanding of Coastal Cliff Erosion in Waitemata Group Rock; Auckland, New Zealand.

Degree: 2007, University of Waikato

 The soft sedimentary deposits of the Waitemata Group which outcrop on the eastern coastline of the Auckland region are a coastal cliff erosion hazard. The… (more)

Subjects/Keywords: Waitemata Group; flysch; cliff erosion; geotechnical

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APA (6th Edition):

Bell, J. E. (2007). Towards a Better Understanding of Coastal Cliff Erosion in Waitemata Group Rock; Auckland, New Zealand. (Masters Thesis). University of Waikato. Retrieved from http://hdl.handle.net/10289/2374

Chicago Manual of Style (16th Edition):

Bell, Jessica Emily. “Towards a Better Understanding of Coastal Cliff Erosion in Waitemata Group Rock; Auckland, New Zealand. ” 2007. Masters Thesis, University of Waikato. Accessed November 13, 2019. http://hdl.handle.net/10289/2374.

MLA Handbook (7th Edition):

Bell, Jessica Emily. “Towards a Better Understanding of Coastal Cliff Erosion in Waitemata Group Rock; Auckland, New Zealand. ” 2007. Web. 13 Nov 2019.

Vancouver:

Bell JE. Towards a Better Understanding of Coastal Cliff Erosion in Waitemata Group Rock; Auckland, New Zealand. [Internet] [Masters thesis]. University of Waikato; 2007. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10289/2374.

Council of Science Editors:

Bell JE. Towards a Better Understanding of Coastal Cliff Erosion in Waitemata Group Rock; Auckland, New Zealand. [Masters Thesis]. University of Waikato; 2007. Available from: http://hdl.handle.net/10289/2374


University of Canterbury

23. Rahman, M.M. Cyclic instability behaviour of sand silt mixture under partial cyclic reversal loading.

Degree: Civil and Natural Resources Engineering, 2010, University of Canterbury

 Flow liquefaction is one of the most catastrophic failure phenomena in geotechnical engineering. It is a form of instability and can be observed during monotonic… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Rahman, M. M. (2010). Cyclic instability behaviour of sand silt mixture under partial cyclic reversal loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3151

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):

Rahman, M M. “Cyclic instability behaviour of sand silt mixture under partial cyclic reversal loading.” 2010. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3151.

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

MLA Handbook (7th Edition):

Rahman, M M. “Cyclic instability behaviour of sand silt mixture under partial cyclic reversal loading.” 2010. Web. 13 Nov 2019.

Vancouver:

Rahman MM. Cyclic instability behaviour of sand silt mixture under partial cyclic reversal loading. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3151.

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

Council of Science Editors:

Rahman MM. Cyclic instability behaviour of sand silt mixture under partial cyclic reversal loading. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/3151

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


University of Canterbury

24. Bradley, B.A. Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 This paper investigates epistemic uncertainty in the results of seismic hazard analyses for the San Francisco Bay Area and their role in the broader picture… (more)

Subjects/Keywords: earthquake engineering; log normal distribution; probability; seismology; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Bradley, B. A. (2009). Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3892

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):

Bradley, B A. “Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/3892.

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

MLA Handbook (7th Edition):

Bradley, B A. “Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment.” 2009. Web. 13 Nov 2019.

Vancouver:

Bradley BA. Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/3892.

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

Council of Science Editors:

Bradley BA. Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3892

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


University of Canterbury

25. Bradley, B.A. A summary of strong ground motions observed in the Canterbury earthquake sequence.

Degree: Civil and Natural Resources Engineering, 2013, University of Canterbury

 This paper provides a summary of the ground motions observed in the recent Canterbury, New Zealand earthquake sequence. The sequence occurred in a region of… (more)

Subjects/Keywords: Canterbury earthquake sequence; Severe ground motions; forward directivity; liquefaction; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Bradley, B. A. (2013). A summary of strong ground motions observed in the Canterbury earthquake sequence. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8907

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):

Bradley, B A. “A summary of strong ground motions observed in the Canterbury earthquake sequence.” 2013. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/8907.

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

MLA Handbook (7th Edition):

Bradley, B A. “A summary of strong ground motions observed in the Canterbury earthquake sequence.” 2013. Web. 13 Nov 2019.

Vancouver:

Bradley BA. A summary of strong ground motions observed in the Canterbury earthquake sequence. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/8907.

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

Council of Science Editors:

Bradley BA. A summary of strong ground motions observed in the Canterbury earthquake sequence. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/8907

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


University of Canterbury

26. Read, J. Sensitivities in rock mass properties: A DEM insight.

Degree: Civil and Natural Resources Engineering, 2010, University of Canterbury

 This work proposes to look at the variation of some engineering properties of a rock mass (strength and stiffness) with respect to some structural and… (more)

Subjects/Keywords: DEM; jointed rock mass; anisotropy; scale effects; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering; Field of Research::09 - Engineering::0914 - Resources Engineering and Extractive Metallurgy::091402 - Geomechanics and Resources Geotechnical Engineering

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APA (6th Edition):

Read, J. (2010). Sensitivities in rock mass properties: A DEM insight. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8380

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):

Read, J. “Sensitivities in rock mass properties: A DEM insight.” 2010. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/8380.

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

MLA Handbook (7th Edition):

Read, J. “Sensitivities in rock mass properties: A DEM insight.” 2010. Web. 13 Nov 2019.

Vancouver:

Read J. Sensitivities in rock mass properties: A DEM insight. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/8380.

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

Council of Science Editors:

Read J. Sensitivities in rock mass properties: A DEM insight. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/8380

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


University of Canterbury

27. Cubrinovski, M. Liquefaction Hazards for Seismic Risk Analysis.

Degree: Civil and Natural Resources Engineering., 2007, University of Canterbury

 Seismic risk analysis is a helpful tool that supports decision making for planning and prioritizing seismic risk management strategies. This paper focuses on the importance… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Cubrinovski, M. (2007). Liquefaction Hazards for Seismic Risk Analysis. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2006

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):

Cubrinovski, M. “Liquefaction Hazards for Seismic Risk Analysis.” 2007. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/2006.

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

MLA Handbook (7th Edition):

Cubrinovski, M. “Liquefaction Hazards for Seismic Risk Analysis.” 2007. Web. 13 Nov 2019.

Vancouver:

Cubrinovski M. Liquefaction Hazards for Seismic Risk Analysis. [Internet] [Thesis]. University of Canterbury; 2007. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/2006.

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

Council of Science Editors:

Cubrinovski M. Liquefaction Hazards for Seismic Risk Analysis. [Thesis]. University of Canterbury; 2007. Available from: http://hdl.handle.net/10092/2006

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


University of Canterbury

28. Cubrinovski, M. Case studies of pile foundations undergoing lateral spreading in liquefied deposits.

Degree: Civil and Natural Resources Engineering., 2004, University of Canterbury

 A well-documented case study from the 1995 Kobe earthquake highlighting the performance of pile foundations in liquefied deposits undergoing lateral spreading is presented. The subject(more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA (6th Edition):

Cubrinovski, M. (2004). Case studies of pile foundations undergoing lateral spreading in liquefied deposits. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2164

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):

Cubrinovski, M. “Case studies of pile foundations undergoing lateral spreading in liquefied deposits.” 2004. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/2164.

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

MLA Handbook (7th Edition):

Cubrinovski, M. “Case studies of pile foundations undergoing lateral spreading in liquefied deposits.” 2004. Web. 13 Nov 2019.

Vancouver:

Cubrinovski M. Case studies of pile foundations undergoing lateral spreading in liquefied deposits. [Internet] [Thesis]. University of Canterbury; 2004. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/2164.

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

Council of Science Editors:

Cubrinovski M. Case studies of pile foundations undergoing lateral spreading in liquefied deposits. [Thesis]. University of Canterbury; 2004. Available from: http://hdl.handle.net/10092/2164

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


University of Canterbury

29. MacRae, G. Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 This paper presents the probabilistic seismic performance assessment of an actual bridge-foundation-soil system, the Fitzgerald Avenue twin bridges. A two-dimensional plane strain finite element model… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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

APA (6th Edition):

MacRae, G. (2009). Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2523

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):

MacRae, G. “Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/2523.

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

MLA Handbook (7th Edition):

MacRae, G. “Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System.” 2009. Web. 13 Nov 2019.

Vancouver:

MacRae G. Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/2523.

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

Council of Science Editors:

MacRae G. Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/2523

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


University of Canterbury

30. Bradley, B.A. Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 The simplified analysis of piles in laterally spreading soils is burdened by uncertainties. Key parameters affecting the pile response, such as the stiffness degradation and… (more)

Subjects/Keywords: Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bradley, B. A. (2009). Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2522

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):

Bradley, B A. “Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils.” 2009. Thesis, University of Canterbury. Accessed November 13, 2019. http://hdl.handle.net/10092/2522.

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

MLA Handbook (7th Edition):

Bradley, B A. “Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils.” 2009. Web. 13 Nov 2019.

Vancouver:

Bradley BA. Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10092/2522.

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

Council of Science Editors:

Bradley BA. Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/2522

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

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