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You searched for +publisher:"University of Cape Town" +contributor:("Kalumba, Denis"). Showing records 1 – 20 of 20 total matches.

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University of Cape Town

1. Sobhee-Beetul, Laxmee. An investigation into using rammed stone columns for the improvement of a South African silty clay.

Degree: Image, Civil Engineering, 2012, University of Cape Town

 Ground improvement is the term used to describe the act of modifying the soil properties in geotechnical engineering. It is often required when the existing… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Sobhee-Beetul, L. (2012). An investigation into using rammed stone columns for the improvement of a South African silty clay. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/16834

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):

Sobhee-Beetul, Laxmee. “An investigation into using rammed stone columns for the improvement of a South African silty clay.” 2012. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/16834.

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

MLA Handbook (7th Edition):

Sobhee-Beetul, Laxmee. “An investigation into using rammed stone columns for the improvement of a South African silty clay.” 2012. Web. 12 Nov 2019.

Vancouver:

Sobhee-Beetul L. An investigation into using rammed stone columns for the improvement of a South African silty clay. [Internet] [Thesis]. University of Cape Town; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/16834.

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

Council of Science Editors:

Sobhee-Beetul L. An investigation into using rammed stone columns for the improvement of a South African silty clay. [Thesis]. University of Cape Town; 2012. Available from: http://hdl.handle.net/11427/16834

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


University of Cape Town

2. Warren-Codrington, Charles John. Geotechnical considerations for onshore wind turbines : adapting knowledge and experience for founding on South African pedocretes.

Degree: Image, Civil Engineering, 2013, University of Cape Town

 Wind energy has been placed at the centre of the South African Government's Renewable Energy Independent Producer Programme (REIPPP) with the purpose of addressing electricity… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Warren-Codrington, C. J. (2013). Geotechnical considerations for onshore wind turbines : adapting knowledge and experience for founding on South African pedocretes. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/14069

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):

Warren-Codrington, Charles John. “Geotechnical considerations for onshore wind turbines : adapting knowledge and experience for founding on South African pedocretes.” 2013. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/14069.

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

MLA Handbook (7th Edition):

Warren-Codrington, Charles John. “Geotechnical considerations for onshore wind turbines : adapting knowledge and experience for founding on South African pedocretes.” 2013. Web. 12 Nov 2019.

Vancouver:

Warren-Codrington CJ. Geotechnical considerations for onshore wind turbines : adapting knowledge and experience for founding on South African pedocretes. [Internet] [Thesis]. University of Cape Town; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/14069.

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

Council of Science Editors:

Warren-Codrington CJ. Geotechnical considerations for onshore wind turbines : adapting knowledge and experience for founding on South African pedocretes. [Thesis]. University of Cape Town; 2013. Available from: http://hdl.handle.net/11427/14069

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


University of Cape Town

3. Seymour, Steven. Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation.

Degree: MSc, Civil Engineering, 2018, University of Cape Town

 South Africa is currently one of the global leaders in emerging wind markets. This development has come about since the country adopted a new approach… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Seymour, S. (2018). Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29415

Chicago Manual of Style (16th Edition):

Seymour, Steven. “Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation.” 2018. Masters Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/29415.

MLA Handbook (7th Edition):

Seymour, Steven. “Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation.” 2018. Web. 12 Nov 2019.

Vancouver:

Seymour S. Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/29415.

Council of Science Editors:

Seymour S. Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29415


University of Cape Town

4. Nolutshungu, Lita. A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene.

Degree: MSc (Eng), Geotechnical Engineering Research Group, 2018, University of Cape Town

 Since the development of plastics in the 1930’s, plastics have increasingly become widely used for packaging in the commercial market place. With this application being… (more)

Subjects/Keywords: Geotechnical Engineering

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

APA (6th Edition):

Nolutshungu, L. (2018). A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29304

Chicago Manual of Style (16th Edition):

Nolutshungu, Lita. “A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene.” 2018. Masters Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/29304.

MLA Handbook (7th Edition):

Nolutshungu, Lita. “A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene.” 2018. Web. 12 Nov 2019.

Vancouver:

Nolutshungu L. A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/29304.

Council of Science Editors:

Nolutshungu L. A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29304


University of Cape Town

5. Holmwood, Andrew Graham. A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls.

Degree: Image, Civil Engineering, 2017, University of Cape Town

 The objective of this study was to determine whether rigid inclusions are suitable for reinforcement of the foundation of a caisson quay wall functioning as… (more)

Subjects/Keywords: Civil Engineering; Structural Engineering

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

APA (6th Edition):

Holmwood, A. G. (2017). A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25283

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):

Holmwood, Andrew Graham. “A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls.” 2017. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/25283.

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

MLA Handbook (7th Edition):

Holmwood, Andrew Graham. “A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls.” 2017. Web. 12 Nov 2019.

Vancouver:

Holmwood AG. A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/25283.

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

Council of Science Editors:

Holmwood AG. A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25283

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


University of Cape Town

6. Mawer, Byron Wade. An introduction to geotechnical design of South African wind turbine gravity foundations.

Degree: Image, Civil Engineering, 2015, University of Cape Town

 With the increasing pressure on global governments to pursue more green and renewable energy production measures, wind based solutions have progressed into one of the… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Mawer, B. W. (2015). An introduction to geotechnical design of South African wind turbine gravity foundations. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/20067

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):

Mawer, Byron Wade. “An introduction to geotechnical design of South African wind turbine gravity foundations.” 2015. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/20067.

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

MLA Handbook (7th Edition):

Mawer, Byron Wade. “An introduction to geotechnical design of South African wind turbine gravity foundations.” 2015. Web. 12 Nov 2019.

Vancouver:

Mawer BW. An introduction to geotechnical design of South African wind turbine gravity foundations. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/20067.

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

Council of Science Editors:

Mawer BW. An introduction to geotechnical design of South African wind turbine gravity foundations. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/20067

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


University of Cape Town

7. Ongodia, Joan Evelyn. Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project.

Degree: Image, Geotechnical Engineering Research Group, 2017, University of Cape Town

 Tunnels have been built since 2180 B.C., through the stone age. They became popular worldwide since the eighteenth century, as transportation, military, mining, conveyance, storage… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Ongodia, J. E. (2017). Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25498

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):

Ongodia, Joan Evelyn. “Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project.” 2017. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/25498.

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

MLA Handbook (7th Edition):

Ongodia, Joan Evelyn. “Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project.” 2017. Web. 12 Nov 2019.

Vancouver:

Ongodia JE. Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/25498.

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

Council of Science Editors:

Ongodia JE. Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25498

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


University of Cape Town

8. Oriokot, Johnson Johnny Onapito. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer.

Degree: Image, Civil Engineering, 2014, University of Cape Town

 Engineers are often faced with construction of pavement structures over soft and compressible subgrade. Such conditions render the structures unable to withstand required design loads… (more)

Subjects/Keywords: Geotechnical Engineering

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

APA (6th Edition):

Oriokot, J. J. O. (2014). Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/12938

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):

Oriokot, Johnson Johnny Onapito. “Reinforcement of pavement subgrade using granular fill and a geosynthetic layer.” 2014. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/12938.

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

MLA Handbook (7th Edition):

Oriokot, Johnson Johnny Onapito. “Reinforcement of pavement subgrade using granular fill and a geosynthetic layer.” 2014. Web. 12 Nov 2019.

Vancouver:

Oriokot JJO. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. [Internet] [Thesis]. University of Cape Town; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/12938.

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

Council of Science Editors:

Oriokot JJO. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. [Thesis]. University of Cape Town; 2014. Available from: http://hdl.handle.net/11427/12938

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


University of Cape Town

9. Sobhee-Beetul, Laxmee. Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach.

Degree: PhD, Civil Engineering, 2019, University of Cape Town

 Out of the many ground improvement methods aimed at ameliorating the weak engineering properties of certain soils, granular columns are often preferred due to their… (more)

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

APA (6th Edition):

Sobhee-Beetul, L. (2019). Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach. (Doctoral Dissertation). University of Cape Town. Retrieved from http://hdl.handle.net/11427/30424

Chicago Manual of Style (16th Edition):

Sobhee-Beetul, Laxmee. “Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach.” 2019. Doctoral Dissertation, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/30424.

MLA Handbook (7th Edition):

Sobhee-Beetul, Laxmee. “Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach.” 2019. Web. 12 Nov 2019.

Vancouver:

Sobhee-Beetul L. Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach. [Internet] [Doctoral dissertation]. University of Cape Town; 2019. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/30424.

Council of Science Editors:

Sobhee-Beetul L. Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach. [Doctoral Dissertation]. University of Cape Town; 2019. Available from: http://hdl.handle.net/11427/30424


University of Cape Town

10. Oderah, Vincent. Shear strength behaviour of sugarcane bagasse reinforced soils.

Degree: Image, Civil Engineering, 2015, University of Cape Town

 Sugarcane is considered as the most abundant plant based crop grown in the tropics and part of the temperate climates. Its by-product, sugarcane bagasse, constitutes… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Oderah, V. (2015). Shear strength behaviour of sugarcane bagasse reinforced soils. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/20106

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):

Oderah, Vincent. “Shear strength behaviour of sugarcane bagasse reinforced soils.” 2015. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/20106.

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

MLA Handbook (7th Edition):

Oderah, Vincent. “Shear strength behaviour of sugarcane bagasse reinforced soils.” 2015. Web. 12 Nov 2019.

Vancouver:

Oderah V. Shear strength behaviour of sugarcane bagasse reinforced soils. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/20106.

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

Council of Science Editors:

Oderah V. Shear strength behaviour of sugarcane bagasse reinforced soils. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/20106

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


University of Cape Town

11. Pudaruth, Yogendra. A study on ground improvement using a combination of stone and concrete columns.

Degree: MSc, Civil Engineering, 2018, University of Cape Town

 Stone column is a cost-effective ground improvement technique that is typically employed for low-rise buildings and road embankments. This technique mainly uses naturally occurring materials… (more)

Subjects/Keywords: Geotechnical Engineering

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

APA (6th Edition):

Pudaruth, Y. (2018). A study on ground improvement using a combination of stone and concrete columns. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29861

Chicago Manual of Style (16th Edition):

Pudaruth, Yogendra. “A study on ground improvement using a combination of stone and concrete columns.” 2018. Masters Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/29861.

MLA Handbook (7th Edition):

Pudaruth, Yogendra. “A study on ground improvement using a combination of stone and concrete columns.” 2018. Web. 12 Nov 2019.

Vancouver:

Pudaruth Y. A study on ground improvement using a combination of stone and concrete columns. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/29861.

Council of Science Editors:

Pudaruth Y. A study on ground improvement using a combination of stone and concrete columns. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29861


University of Cape Town

12. Qiu, Zhenghui. Investigation of hydro-mechanical particle flow through horizontal orifices.

Degree: Image, Civil Engineering, 2018, University of Cape Town

 In the modern world, as the global population continues to rise, the need for and recovery of natural resources is becoming ever more relevant. Identifying… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Qiu, Z. (2018). Investigation of hydro-mechanical particle flow through horizontal orifices. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/28112

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):

Qiu, Zhenghui. “Investigation of hydro-mechanical particle flow through horizontal orifices.” 2018. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/28112.

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

MLA Handbook (7th Edition):

Qiu, Zhenghui. “Investigation of hydro-mechanical particle flow through horizontal orifices.” 2018. Web. 12 Nov 2019.

Vancouver:

Qiu Z. Investigation of hydro-mechanical particle flow through horizontal orifices. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/28112.

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

Council of Science Editors:

Qiu Z. Investigation of hydro-mechanical particle flow through horizontal orifices. [Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/28112

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


University of Cape Town

13. Kiptoo, Dennis Kipngetich. An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade.

Degree: Image, Civil Engineering, 2016, University of Cape Town

 Construction of roads over soft soils can lead to design and construction related problems linked to the soil's compressibility characteristics and low strength. Failure, in… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineerin

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

APA (6th Edition):

Kiptoo, D. K. (2016). An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/20923

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):

Kiptoo, Dennis Kipngetich. “An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade.” 2016. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/20923.

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

MLA Handbook (7th Edition):

Kiptoo, Dennis Kipngetich. “An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade.” 2016. Web. 12 Nov 2019.

Vancouver:

Kiptoo DK. An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade. [Internet] [Thesis]. University of Cape Town; 2016. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/20923.

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

Council of Science Editors:

Kiptoo DK. An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade. [Thesis]. University of Cape Town; 2016. Available from: http://hdl.handle.net/11427/20923

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


University of Cape Town

14. Banzibaganye, Gerard. Investigation into the use of waste tyre shreds in reinforcement of sandy soils in South Africa.

Degree: Image, Civil Engineering, 2014, University of Cape Town

 End-of-life tyres are a disposal problem resulting from the large volumes produced worldwide every year. Waste tyres are difficult to manage because of their sheer… (more)

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

APA (6th Edition):

Banzibaganye, G. (2014). Investigation into the use of waste tyre shreds in reinforcement of sandy soils in South Africa. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/8679

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):

Banzibaganye, Gerard. “Investigation into the use of waste tyre shreds in reinforcement of sandy soils in South Africa.” 2014. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/8679.

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

MLA Handbook (7th Edition):

Banzibaganye, Gerard. “Investigation into the use of waste tyre shreds in reinforcement of sandy soils in South Africa.” 2014. Web. 12 Nov 2019.

Vancouver:

Banzibaganye G. Investigation into the use of waste tyre shreds in reinforcement of sandy soils in South Africa. [Internet] [Thesis]. University of Cape Town; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/8679.

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

Council of Science Editors:

Banzibaganye G. Investigation into the use of waste tyre shreds in reinforcement of sandy soils in South Africa. [Thesis]. University of Cape Town; 2014. Available from: http://hdl.handle.net/11427/8679

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


University of Cape Town

15. Chim Jin, Dercio José Pinto. Laboratory investigation of soil reinforcement using shredded waste plastic bottles.

Degree: MSc (Eng), Civil Engineering, 2018, University of Cape Town

 Plastic bottles were first used commercially in 1947 but remained relatively expensive until the early 1960s when high-density polyethylene was introduced, with its attractive characteristics… (more)

Subjects/Keywords: Engineering

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APA (6th Edition):

Chim Jin, D. J. P. (2018). Laboratory investigation of soil reinforcement using shredded waste plastic bottles. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29296

Chicago Manual of Style (16th Edition):

Chim Jin, Dercio José Pinto. “Laboratory investigation of soil reinforcement using shredded waste plastic bottles.” 2018. Masters Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/29296.

MLA Handbook (7th Edition):

Chim Jin, Dercio José Pinto. “Laboratory investigation of soil reinforcement using shredded waste plastic bottles.” 2018. Web. 12 Nov 2019.

Vancouver:

Chim Jin DJP. Laboratory investigation of soil reinforcement using shredded waste plastic bottles. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/29296.

Council of Science Editors:

Chim Jin DJP. Laboratory investigation of soil reinforcement using shredded waste plastic bottles. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29296


University of Cape Town

16. Wanyama, Paul. Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression.

Degree: Image, Geotechnical Engineering Research Group, 2017, University of Cape Town

 Soil reinforcement is an ancient technique which involves the addition of tensile elements like plastics in the soil to increase its engineering properties like shear… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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

APA (6th Edition):

Wanyama, P. (2017). Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25520

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):

Wanyama, Paul. “Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression.” 2017. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/25520.

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

MLA Handbook (7th Edition):

Wanyama, Paul. “Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression.” 2017. Web. 12 Nov 2019.

Vancouver:

Wanyama P. Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/25520.

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

Council of Science Editors:

Wanyama P. Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25520

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


University of Cape Town

17. Babalola, Zainab. Direct shear and direct simple shear tests: a comparative study of the strength parameters and their dependence on moisture and fines contents.

Degree: Image, Civil Engineering, 2016, University of Cape Town

 Shear strength of soil is characterized by cohesion, angle of internal friction and dilatation. The first two parameters mentioned primarily define the soil's ability to… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Babalola, Z. (2016). Direct shear and direct simple shear tests: a comparative study of the strength parameters and their dependence on moisture and fines contents. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/20922

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):

Babalola, Zainab. “Direct shear and direct simple shear tests: a comparative study of the strength parameters and their dependence on moisture and fines contents.” 2016. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/20922.

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

MLA Handbook (7th Edition):

Babalola, Zainab. “Direct shear and direct simple shear tests: a comparative study of the strength parameters and their dependence on moisture and fines contents.” 2016. Web. 12 Nov 2019.

Vancouver:

Babalola Z. Direct shear and direct simple shear tests: a comparative study of the strength parameters and their dependence on moisture and fines contents. [Internet] [Thesis]. University of Cape Town; 2016. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/20922.

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

Council of Science Editors:

Babalola Z. Direct shear and direct simple shear tests: a comparative study of the strength parameters and their dependence on moisture and fines contents. [Thesis]. University of Cape Town; 2016. Available from: http://hdl.handle.net/11427/20922

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


University of Cape Town

18. Lekea, Angella. Evaluation of the electrical density gauge for in-situ moisture and density determination.

Degree: Image, Civil Engineering, 2015, University of Cape Town

 Densification of soil during construction of earth structures is achieved through the process of compaction by application of mechanical energy to obtain the required engineering… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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

APA (6th Edition):

Lekea, A. (2015). Evaluation of the electrical density gauge for in-situ moisture and density determination. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/24301

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):

Lekea, Angella. “Evaluation of the electrical density gauge for in-situ moisture and density determination.” 2015. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/24301.

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

MLA Handbook (7th Edition):

Lekea, Angella. “Evaluation of the electrical density gauge for in-situ moisture and density determination.” 2015. Web. 12 Nov 2019.

Vancouver:

Lekea A. Evaluation of the electrical density gauge for in-situ moisture and density determination. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/24301.

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

Council of Science Editors:

Lekea A. Evaluation of the electrical density gauge for in-situ moisture and density determination. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/24301

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


University of Cape Town

19. Wegener, Sam Bryant. Application of a discrete element model to the analysis of granular soil recovery in an offshore tubular vibrocore.

Degree: Image, Civil Engineering, 2015, University of Cape Town

 As the human need for ocean resources accelerates, offshore geotechnics continues to grow and become ever more relevant. Seabed soil sampling is crucial in deep-water… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Wegener, S. B. (2015). Application of a discrete element model to the analysis of granular soil recovery in an offshore tubular vibrocore. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/24303

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):

Wegener, Sam Bryant. “Application of a discrete element model to the analysis of granular soil recovery in an offshore tubular vibrocore.” 2015. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/24303.

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

MLA Handbook (7th Edition):

Wegener, Sam Bryant. “Application of a discrete element model to the analysis of granular soil recovery in an offshore tubular vibrocore.” 2015. Web. 12 Nov 2019.

Vancouver:

Wegener SB. Application of a discrete element model to the analysis of granular soil recovery in an offshore tubular vibrocore. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/24303.

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

Council of Science Editors:

Wegener SB. Application of a discrete element model to the analysis of granular soil recovery in an offshore tubular vibrocore. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/24303

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

20. Avutia, Daniel John. Analytical and numerical study of dolomite sinkholes in Centurion South Africa.

Degree: Image, Civil Engineering, 2014, University of Cape Town

 Sinkholes encompass the withdrawal of shallow sediment into deep hollow compartments located in karstic stratum. These subsequent surface openings associated with karst geology have inhibited… (more)

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

APA (6th Edition):

Avutia, D. J. (2014). Analytical and numerical study of dolomite sinkholes in Centurion South Africa. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/9076

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):

Avutia, Daniel John. “Analytical and numerical study of dolomite sinkholes in Centurion South Africa.” 2014. Thesis, University of Cape Town. Accessed November 12, 2019. http://hdl.handle.net/11427/9076.

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

MLA Handbook (7th Edition):

Avutia, Daniel John. “Analytical and numerical study of dolomite sinkholes in Centurion South Africa.” 2014. Web. 12 Nov 2019.

Vancouver:

Avutia DJ. Analytical and numerical study of dolomite sinkholes in Centurion South Africa. [Internet] [Thesis]. University of Cape Town; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11427/9076.

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

Council of Science Editors:

Avutia DJ. Analytical and numerical study of dolomite sinkholes in Centurion South Africa. [Thesis]. University of Cape Town; 2014. Available from: http://hdl.handle.net/11427/9076

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

.