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You searched for subject:(Soil stabilization). Showing records 1 – 30 of 310 total matches.

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1. Thomas, Bari Ian. Stabilisation of sulphide rich soil: problems and solutions.

Degree: PhD, University of Glamorgan, 2012, University of South Wales

 The research presented in this thesis can be split into two well-defined areas. Firstly, the effects of the addition of lime (either 2%, 4%, 6%… (more)

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Thomas, B. I. (2012). Stabilisation of sulphide rich soil: problems and solutions. (Doctoral Dissertation). University of South Wales. Retrieved from http://hdl.handle.net/10265/590

Chicago Manual of Style (16th Edition):

Thomas, Bari Ian. “Stabilisation of sulphide rich soil: problems and solutions.” 2012. Doctoral Dissertation, University of South Wales. Accessed September 22, 2020. http://hdl.handle.net/10265/590.

MLA Handbook (7th Edition):

Thomas, Bari Ian. “Stabilisation of sulphide rich soil: problems and solutions.” 2012. Web. 22 Sep 2020.

Vancouver:

Thomas BI. Stabilisation of sulphide rich soil: problems and solutions. [Internet] [Doctoral dissertation]. University of South Wales; 2012. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10265/590.

Council of Science Editors:

Thomas BI. Stabilisation of sulphide rich soil: problems and solutions. [Doctoral Dissertation]. University of South Wales; 2012. Available from: http://hdl.handle.net/10265/590


Oregon State University

2. Robbins, Richard William. The influence of soil compaction on early conifer growth in the southern Washington Cascades.

Degree: MS, Forest Engineering, 1983, Oregon State University

 This study evaluated the effect of soil compaction on the growth of natural regeneration on volcanic ash-influenced soils in the southern Washington Cascades. Growth of… (more)

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Robbins, R. W. (1983). The influence of soil compaction on early conifer growth in the southern Washington Cascades. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/9769

Chicago Manual of Style (16th Edition):

Robbins, Richard William. “The influence of soil compaction on early conifer growth in the southern Washington Cascades.” 1983. Masters Thesis, Oregon State University. Accessed September 22, 2020. http://hdl.handle.net/1957/9769.

MLA Handbook (7th Edition):

Robbins, Richard William. “The influence of soil compaction on early conifer growth in the southern Washington Cascades.” 1983. Web. 22 Sep 2020.

Vancouver:

Robbins RW. The influence of soil compaction on early conifer growth in the southern Washington Cascades. [Internet] [Masters thesis]. Oregon State University; 1983. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1957/9769.

Council of Science Editors:

Robbins RW. The influence of soil compaction on early conifer growth in the southern Washington Cascades. [Masters Thesis]. Oregon State University; 1983. Available from: http://hdl.handle.net/1957/9769


Oregon State University

3. Pascoe, Frank (Frank Nicanor), 1958-. Effects of forest soil compaction on gas diffusion, denitrification, nitrogen mineralization, and soil respiration.

Degree: MS, Soil Science, 1992, Oregon State University

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Pascoe, Frank (Frank Nicanor), 1. (1992). Effects of forest soil compaction on gas diffusion, denitrification, nitrogen mineralization, and soil respiration. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/36217

Chicago Manual of Style (16th Edition):

Pascoe, Frank (Frank Nicanor), 1958-. “Effects of forest soil compaction on gas diffusion, denitrification, nitrogen mineralization, and soil respiration.” 1992. Masters Thesis, Oregon State University. Accessed September 22, 2020. http://hdl.handle.net/1957/36217.

MLA Handbook (7th Edition):

Pascoe, Frank (Frank Nicanor), 1958-. “Effects of forest soil compaction on gas diffusion, denitrification, nitrogen mineralization, and soil respiration.” 1992. Web. 22 Sep 2020.

Vancouver:

Pascoe, Frank (Frank Nicanor) 1. Effects of forest soil compaction on gas diffusion, denitrification, nitrogen mineralization, and soil respiration. [Internet] [Masters thesis]. Oregon State University; 1992. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1957/36217.

Council of Science Editors:

Pascoe, Frank (Frank Nicanor) 1. Effects of forest soil compaction on gas diffusion, denitrification, nitrogen mineralization, and soil respiration. [Masters Thesis]. Oregon State University; 1992. Available from: http://hdl.handle.net/1957/36217


Oregon State University

4. Anderson, Donald G. (Donald Gordon). Consolidation characteristics of sand-clay mixtures.

Degree: MS, Civil Engineering, 1968, Oregon State University

 Combinations of cohesive and cohesionless soils are often encountered when evaluating the engineering properties of soils. The stress-volume characteristics of the mixed soil are found… (more)

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Anderson, D. G. (. G. (1968). Consolidation characteristics of sand-clay mixtures. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/46384

Chicago Manual of Style (16th Edition):

Anderson, Donald G (Donald Gordon). “Consolidation characteristics of sand-clay mixtures.” 1968. Masters Thesis, Oregon State University. Accessed September 22, 2020. http://hdl.handle.net/1957/46384.

MLA Handbook (7th Edition):

Anderson, Donald G (Donald Gordon). “Consolidation characteristics of sand-clay mixtures.” 1968. Web. 22 Sep 2020.

Vancouver:

Anderson DG(G. Consolidation characteristics of sand-clay mixtures. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1957/46384.

Council of Science Editors:

Anderson DG(G. Consolidation characteristics of sand-clay mixtures. [Masters Thesis]. Oregon State University; 1968. Available from: http://hdl.handle.net/1957/46384


Oregon State University

5. Dito, Edward Leonard. The effect of pulverization on a lime stabilized clay soil.

Degree: MS, Civil Engineering, 1968, Oregon State University

 The objectives of this investigation were to determine the effect of pulverization on the strength, durability and swell characteristics of a lime stabilized clay soil.… (more)

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Dito, E. L. (1968). The effect of pulverization on a lime stabilized clay soil. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/46589

Chicago Manual of Style (16th Edition):

Dito, Edward Leonard. “The effect of pulverization on a lime stabilized clay soil.” 1968. Masters Thesis, Oregon State University. Accessed September 22, 2020. http://hdl.handle.net/1957/46589.

MLA Handbook (7th Edition):

Dito, Edward Leonard. “The effect of pulverization on a lime stabilized clay soil.” 1968. Web. 22 Sep 2020.

Vancouver:

Dito EL. The effect of pulverization on a lime stabilized clay soil. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1957/46589.

Council of Science Editors:

Dito EL. The effect of pulverization on a lime stabilized clay soil. [Masters Thesis]. Oregon State University; 1968. Available from: http://hdl.handle.net/1957/46589


Central Connecticut State University

6. Gaciarz, Rafal, 1972-. Stabilization of silty soil using fly ash.

Degree: Department of Engineering Technology, 2012, Central Connecticut State University

Soil Stabilization occupies an important role in all Civil Engineering works. Now with the scarcity of good building sites, engineers are forced to use the… (more)

Subjects/Keywords: Soil stabilization; Fly ash

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APA (6th Edition):

Gaciarz, Rafal, 1. (2012). Stabilization of silty soil using fly ash. (Thesis). Central Connecticut State University. Retrieved from http://content.library.ccsu.edu/u?/ccsutheses,1788

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):

Gaciarz, Rafal, 1972-. “Stabilization of silty soil using fly ash.” 2012. Thesis, Central Connecticut State University. Accessed September 22, 2020. http://content.library.ccsu.edu/u?/ccsutheses,1788.

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

MLA Handbook (7th Edition):

Gaciarz, Rafal, 1972-. “Stabilization of silty soil using fly ash.” 2012. Web. 22 Sep 2020.

Vancouver:

Gaciarz, Rafal 1. Stabilization of silty soil using fly ash. [Internet] [Thesis]. Central Connecticut State University; 2012. [cited 2020 Sep 22]. Available from: http://content.library.ccsu.edu/u?/ccsutheses,1788.

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

Council of Science Editors:

Gaciarz, Rafal 1. Stabilization of silty soil using fly ash. [Thesis]. Central Connecticut State University; 2012. Available from: http://content.library.ccsu.edu/u?/ccsutheses,1788

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


Central Connecticut State University

7. Saiki, Khelifa, 1971-. Stabilization of Clay Using Fly Ash.

Degree: Department of Engineering Technology, 2014, Central Connecticut State University

Soil stabilization is a technique to improve soil properties. Currently many methods are available to stabilize soils and improve their engineering properties. The soil type,soilstructure… (more)

Subjects/Keywords: Soil stabilization.; Fly ash.

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APA (6th Edition):

Saiki, Khelifa, 1. (2014). Stabilization of Clay Using Fly Ash. (Thesis). Central Connecticut State University. Retrieved from http://content.library.ccsu.edu/u?/ccsutheses,2002

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):

Saiki, Khelifa, 1971-. “Stabilization of Clay Using Fly Ash.” 2014. Thesis, Central Connecticut State University. Accessed September 22, 2020. http://content.library.ccsu.edu/u?/ccsutheses,2002.

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

MLA Handbook (7th Edition):

Saiki, Khelifa, 1971-. “Stabilization of Clay Using Fly Ash.” 2014. Web. 22 Sep 2020.

Vancouver:

Saiki, Khelifa 1. Stabilization of Clay Using Fly Ash. [Internet] [Thesis]. Central Connecticut State University; 2014. [cited 2020 Sep 22]. Available from: http://content.library.ccsu.edu/u?/ccsutheses,2002.

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

Council of Science Editors:

Saiki, Khelifa 1. Stabilization of Clay Using Fly Ash. [Thesis]. Central Connecticut State University; 2014. Available from: http://content.library.ccsu.edu/u?/ccsutheses,2002

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


Rutgers University

8. Saneiyan, Sina, 1988-. Geophysical methods for monitoring soil stabilization by microbial induced carbonate precipitation.

Degree: PhD, Environmental Science, 2019, Rutgers University

Urbanization growth rate is increasing exponentially and with that comes challenging issues in urban development and environment sustainability. Generally, any development processes disturb the environment,… (more)

Subjects/Keywords: Geophysics; Soil stabilization  – Measurement

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APA (6th Edition):

Saneiyan, Sina, 1. (2019). Geophysical methods for monitoring soil stabilization by microbial induced carbonate precipitation. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/61662/

Chicago Manual of Style (16th Edition):

Saneiyan, Sina, 1988-. “Geophysical methods for monitoring soil stabilization by microbial induced carbonate precipitation.” 2019. Doctoral Dissertation, Rutgers University. Accessed September 22, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/61662/.

MLA Handbook (7th Edition):

Saneiyan, Sina, 1988-. “Geophysical methods for monitoring soil stabilization by microbial induced carbonate precipitation.” 2019. Web. 22 Sep 2020.

Vancouver:

Saneiyan, Sina 1. Geophysical methods for monitoring soil stabilization by microbial induced carbonate precipitation. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2020 Sep 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61662/.

Council of Science Editors:

Saneiyan, Sina 1. Geophysical methods for monitoring soil stabilization by microbial induced carbonate precipitation. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61662/


Michigan State University

9. Couzens, Christopher David. Effect of compaction on the consolidation properties of a silty-clay.

Degree: MS, 1957, Michigan State University

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Couzens, C. D. (1957). Effect of compaction on the consolidation properties of a silty-clay. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:7619

Chicago Manual of Style (16th Edition):

Couzens, Christopher David. “Effect of compaction on the consolidation properties of a silty-clay.” 1957. Masters Thesis, Michigan State University. Accessed September 22, 2020. http://etd.lib.msu.edu/islandora/object/etd:7619.

MLA Handbook (7th Edition):

Couzens, Christopher David. “Effect of compaction on the consolidation properties of a silty-clay.” 1957. Web. 22 Sep 2020.

Vancouver:

Couzens CD. Effect of compaction on the consolidation properties of a silty-clay. [Internet] [Masters thesis]. Michigan State University; 1957. [cited 2020 Sep 22]. Available from: http://etd.lib.msu.edu/islandora/object/etd:7619.

Council of Science Editors:

Couzens CD. Effect of compaction on the consolidation properties of a silty-clay. [Masters Thesis]. Michigan State University; 1957. Available from: http://etd.lib.msu.edu/islandora/object/etd:7619


University of Arizona

10. Fernandez-Salido, Pedro, 1940-. Soil pressure distribution on buried structures .

Degree: 1966, University of Arizona

Subjects/Keywords: Soil stabilization.

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APA (6th Edition):

Fernandez-Salido, Pedro, 1. (1966). Soil pressure distribution on buried structures . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/317930

Chicago Manual of Style (16th Edition):

Fernandez-Salido, Pedro, 1940-. “Soil pressure distribution on buried structures .” 1966. Masters Thesis, University of Arizona. Accessed September 22, 2020. http://hdl.handle.net/10150/317930.

MLA Handbook (7th Edition):

Fernandez-Salido, Pedro, 1940-. “Soil pressure distribution on buried structures .” 1966. Web. 22 Sep 2020.

Vancouver:

Fernandez-Salido, Pedro 1. Soil pressure distribution on buried structures . [Internet] [Masters thesis]. University of Arizona; 1966. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10150/317930.

Council of Science Editors:

Fernandez-Salido, Pedro 1. Soil pressure distribution on buried structures . [Masters Thesis]. University of Arizona; 1966. Available from: http://hdl.handle.net/10150/317930


University of Arizona

11. Allanach, William Cummings, 1941-. Soil stabilization with powdered and coarse quicklime .

Degree: 1974, University of Arizona

Subjects/Keywords: Soil stabilization.

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APA (6th Edition):

Allanach, William Cummings, 1. (1974). Soil stabilization with powdered and coarse quicklime . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/554763

Chicago Manual of Style (16th Edition):

Allanach, William Cummings, 1941-. “Soil stabilization with powdered and coarse quicklime .” 1974. Masters Thesis, University of Arizona. Accessed September 22, 2020. http://hdl.handle.net/10150/554763.

MLA Handbook (7th Edition):

Allanach, William Cummings, 1941-. “Soil stabilization with powdered and coarse quicklime .” 1974. Web. 22 Sep 2020.

Vancouver:

Allanach, William Cummings 1. Soil stabilization with powdered and coarse quicklime . [Internet] [Masters thesis]. University of Arizona; 1974. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10150/554763.

Council of Science Editors:

Allanach, William Cummings 1. Soil stabilization with powdered and coarse quicklime . [Masters Thesis]. University of Arizona; 1974. Available from: http://hdl.handle.net/10150/554763


Georgia Tech

12. McGee, James Davis. Evaluation of strength properties of several soils treated with various admixtures.

Degree: MS, Civil engineering, 1959, Georgia Tech

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

McGee, J. D. (1959). Evaluation of strength properties of several soils treated with various admixtures. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/19049

Chicago Manual of Style (16th Edition):

McGee, James Davis. “Evaluation of strength properties of several soils treated with various admixtures.” 1959. Masters Thesis, Georgia Tech. Accessed September 22, 2020. http://hdl.handle.net/1853/19049.

MLA Handbook (7th Edition):

McGee, James Davis. “Evaluation of strength properties of several soils treated with various admixtures.” 1959. Web. 22 Sep 2020.

Vancouver:

McGee JD. Evaluation of strength properties of several soils treated with various admixtures. [Internet] [Masters thesis]. Georgia Tech; 1959. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1853/19049.

Council of Science Editors:

McGee JD. Evaluation of strength properties of several soils treated with various admixtures. [Masters Thesis]. Georgia Tech; 1959. Available from: http://hdl.handle.net/1853/19049


Georgia Tech

13. Kennedy, Clyde Marion. A laboratory investigation of the efficiency of different methods of soil compaction.

Degree: MS, Civil engineering, 1953, Georgia Tech

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Kennedy, C. M. (1953). A laboratory investigation of the efficiency of different methods of soil compaction. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/20829

Chicago Manual of Style (16th Edition):

Kennedy, Clyde Marion. “A laboratory investigation of the efficiency of different methods of soil compaction.” 1953. Masters Thesis, Georgia Tech. Accessed September 22, 2020. http://hdl.handle.net/1853/20829.

MLA Handbook (7th Edition):

Kennedy, Clyde Marion. “A laboratory investigation of the efficiency of different methods of soil compaction.” 1953. Web. 22 Sep 2020.

Vancouver:

Kennedy CM. A laboratory investigation of the efficiency of different methods of soil compaction. [Internet] [Masters thesis]. Georgia Tech; 1953. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1853/20829.

Council of Science Editors:

Kennedy CM. A laboratory investigation of the efficiency of different methods of soil compaction. [Masters Thesis]. Georgia Tech; 1953. Available from: http://hdl.handle.net/1853/20829


Georgia Tech

14. Robb, Andrew Dewar. A study of the lateral pressures induced in a soil due to compaction under confined conditions.

Degree: MS, Civil engineering, 1955, Georgia Tech

Subjects/Keywords: Soil stabilization

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APA (6th Edition):

Robb, A. D. (1955). A study of the lateral pressures induced in a soil due to compaction under confined conditions. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/21007

Chicago Manual of Style (16th Edition):

Robb, Andrew Dewar. “A study of the lateral pressures induced in a soil due to compaction under confined conditions.” 1955. Masters Thesis, Georgia Tech. Accessed September 22, 2020. http://hdl.handle.net/1853/21007.

MLA Handbook (7th Edition):

Robb, Andrew Dewar. “A study of the lateral pressures induced in a soil due to compaction under confined conditions.” 1955. Web. 22 Sep 2020.

Vancouver:

Robb AD. A study of the lateral pressures induced in a soil due to compaction under confined conditions. [Internet] [Masters thesis]. Georgia Tech; 1955. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1853/21007.

Council of Science Editors:

Robb AD. A study of the lateral pressures induced in a soil due to compaction under confined conditions. [Masters Thesis]. Georgia Tech; 1955. Available from: http://hdl.handle.net/1853/21007


University of Johannesburg

15. Lange, Desmond Peter. Validation of the vibrating hammer for soil compaction control.

Degree: 2012, University of Johannesburg

M.Tech.

There is a general lack of understanding of the laboratory compaction test based on the vibrating hammer method. The impact method of testing soil(more)

Subjects/Keywords: Soil compaction; Soil stabilization; Vibratory compacting

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APA (6th Edition):

Lange, D. P. (2012). Validation of the vibrating hammer for soil compaction control. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/4332

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):

Lange, Desmond Peter. “Validation of the vibrating hammer for soil compaction control.” 2012. Thesis, University of Johannesburg. Accessed September 22, 2020. http://hdl.handle.net/10210/4332.

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

MLA Handbook (7th Edition):

Lange, Desmond Peter. “Validation of the vibrating hammer for soil compaction control.” 2012. Web. 22 Sep 2020.

Vancouver:

Lange DP. Validation of the vibrating hammer for soil compaction control. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10210/4332.

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

Council of Science Editors:

Lange DP. Validation of the vibrating hammer for soil compaction control. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/4332

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


University of Wollongong

16. Alazigha, Dennis Pere. The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms.

Degree: PhD, 2015, University of Wollongong

  Many techniques have been developed and applied to prevent and/or remediate infrastructural damage caused by expansive soils throughout the world. Of these techniques, traditional… (more)

Subjects/Keywords: expansive soil; lignosulfonate; soil stabilization; stabilization mechanisms; non-traditional admixture

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APA (6th Edition):

Alazigha, D. P. (2015). The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4483

Chicago Manual of Style (16th Edition):

Alazigha, Dennis Pere. “The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms.” 2015. Doctoral Dissertation, University of Wollongong. Accessed September 22, 2020. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4483.

MLA Handbook (7th Edition):

Alazigha, Dennis Pere. “The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms.” 2015. Web. 22 Sep 2020.

Vancouver:

Alazigha DP. The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms. [Internet] [Doctoral dissertation]. University of Wollongong; 2015. [cited 2020 Sep 22]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4483.

Council of Science Editors:

Alazigha DP. The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms. [Doctoral Dissertation]. University of Wollongong; 2015. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4483


Indian Institute of Science

17. Pratibha, R. Pozzolanic Additives To Control Dispersivity Of Soil.

Degree: MSc Engg, Faculty of Engineering, 2016, Indian Institute of Science

 The aim of the present investigation is to improve the geotechnical properties of dispersive soil by reducing their dispersivity after elucidating the important mechanisms controlling… (more)

Subjects/Keywords: Dispersive Soils; Suddha Soil; Soil Stabilization; Soil Dispersivity; Lime Stabilization; Fly Ash Stabilization; Cement Stabilization; Pozzolanic Additives; Soil Mechanics; Dispersive Soil; Structural Engineering

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APA (6th Edition):

Pratibha, R. (2016). Pozzolanic Additives To Control Dispersivity Of Soil. (Masters Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2582

Chicago Manual of Style (16th Edition):

Pratibha, R. “Pozzolanic Additives To Control Dispersivity Of Soil.” 2016. Masters Thesis, Indian Institute of Science. Accessed September 22, 2020. http://etd.iisc.ac.in/handle/2005/2582.

MLA Handbook (7th Edition):

Pratibha, R. “Pozzolanic Additives To Control Dispersivity Of Soil.” 2016. Web. 22 Sep 2020.

Vancouver:

Pratibha R. Pozzolanic Additives To Control Dispersivity Of Soil. [Internet] [Masters thesis]. Indian Institute of Science; 2016. [cited 2020 Sep 22]. Available from: http://etd.iisc.ac.in/handle/2005/2582.

Council of Science Editors:

Pratibha R. Pozzolanic Additives To Control Dispersivity Of Soil. [Masters Thesis]. Indian Institute of Science; 2016. Available from: http://etd.iisc.ac.in/handle/2005/2582


The Ohio State University

18. Trenner, Brian Robert. Bioengineering for Land Stabilization.

Degree: MS, Civil Engineering, 2009, The Ohio State University

  As part of the Ohio Department of Transportation’s (ODOT’s) ongoing effort to solve engineering problems for the Ohio transportation system through research, The Ohio… (more)

Subjects/Keywords: Civil Engineering; Engineering; Bioengineering; slope stabilization; soil-bioengineering; bio-stabilization

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

APA (6th Edition):

Trenner, B. R. (2009). Bioengineering for Land Stabilization. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1253549875

Chicago Manual of Style (16th Edition):

Trenner, Brian Robert. “Bioengineering for Land Stabilization.” 2009. Masters Thesis, The Ohio State University. Accessed September 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1253549875.

MLA Handbook (7th Edition):

Trenner, Brian Robert. “Bioengineering for Land Stabilization.” 2009. Web. 22 Sep 2020.

Vancouver:

Trenner BR. Bioengineering for Land Stabilization. [Internet] [Masters thesis]. The Ohio State University; 2009. [cited 2020 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1253549875.

Council of Science Editors:

Trenner BR. Bioengineering for Land Stabilization. [Masters Thesis]. The Ohio State University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1253549875


Hong Kong University of Science and Technology

19. Garg, Ankit. Effects of vegetation types and characteristics on induced soil suction.

Degree: 2015, Hong Kong University of Science and Technology

 Plant induced suction reduces hydraulic conductivity (k) and hence rainfall infiltration. This is vital for stability of slopes and landfill covers. Vegetation is also known… (more)

Subjects/Keywords: Plant-soil relationships ; Soil stabilization ; Soil mechanics ; Testing

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APA (6th Edition):

Garg, A. (2015). Effects of vegetation types and characteristics on induced soil suction. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-74346 ; https://doi.org/10.14711/thesis-b1450730 ; http://repository.ust.hk/ir/bitstream/1783.1-74346/1/th_redirect.html

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):

Garg, Ankit. “Effects of vegetation types and characteristics on induced soil suction.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-74346 ; https://doi.org/10.14711/thesis-b1450730 ; http://repository.ust.hk/ir/bitstream/1783.1-74346/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Garg, Ankit. “Effects of vegetation types and characteristics on induced soil suction.” 2015. Web. 22 Sep 2020.

Vancouver:

Garg A. Effects of vegetation types and characteristics on induced soil suction. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-74346 ; https://doi.org/10.14711/thesis-b1450730 ; http://repository.ust.hk/ir/bitstream/1783.1-74346/1/th_redirect.html.

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

Council of Science Editors:

Garg A. Effects of vegetation types and characteristics on induced soil suction. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: http://repository.ust.hk/ir/Record/1783.1-74346 ; https://doi.org/10.14711/thesis-b1450730 ; http://repository.ust.hk/ir/bitstream/1783.1-74346/1/th_redirect.html

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

20. Nciizah, Adornis Dakarai. Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth.

Degree: Faculty of Science and Agriculture, 2011, University of Fort Hare

 Most soils in the Eastern Cape Province, South Africa are shallow and are low in organic matter. Therefore these soils are structurally fragile and highly… (more)

Subjects/Keywords: Soil formation; Crops and soils; Manures; Soil mechanics; Soil moisture; Soil stabilization; Soil penetration test

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APA (6th Edition):

Nciizah, A. D. (2011). Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth. (Thesis). University of Fort Hare. Retrieved from http://hdl.handle.net/10353/349

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):

Nciizah, Adornis Dakarai. “Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth.” 2011. Thesis, University of Fort Hare. Accessed September 22, 2020. http://hdl.handle.net/10353/349.

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

MLA Handbook (7th Edition):

Nciizah, Adornis Dakarai. “Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth.” 2011. Web. 22 Sep 2020.

Vancouver:

Nciizah AD. Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth. [Internet] [Thesis]. University of Fort Hare; 2011. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10353/349.

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

Council of Science Editors:

Nciizah AD. Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth. [Thesis]. University of Fort Hare; 2011. Available from: http://hdl.handle.net/10353/349

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


Florida Atlantic University

21. Sarsour, Anhar. Time- stress-compressibility characteristics of cementitiously stabilized organic soils.

Degree: MS, 2014, Florida Atlantic University

Summary: Effect of cementitious stabilization on the stress-compressibility characteristics of three different South Florida organic soils were evaluated in this study. The objectives of the… (more)

Subjects/Keywords: Environmental geotechnology; Pavements, Soil cement; Soil consolidation; Soil mechanics; Soil penetration test; Soil stabilization

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APA (6th Edition):

Sarsour, A. (2014). Time- stress-compressibility characteristics of cementitiously stabilized organic soils. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004326 ; (URL) http://purl.flvc.org/fau/fd/FA00004326

Chicago Manual of Style (16th Edition):

Sarsour, Anhar. “Time- stress-compressibility characteristics of cementitiously stabilized organic soils.” 2014. Masters Thesis, Florida Atlantic University. Accessed September 22, 2020. http://purl.flvc.org/fau/fd/FA00004326 ; (URL) http://purl.flvc.org/fau/fd/FA00004326.

MLA Handbook (7th Edition):

Sarsour, Anhar. “Time- stress-compressibility characteristics of cementitiously stabilized organic soils.” 2014. Web. 22 Sep 2020.

Vancouver:

Sarsour A. Time- stress-compressibility characteristics of cementitiously stabilized organic soils. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2020 Sep 22]. Available from: http://purl.flvc.org/fau/fd/FA00004326 ; (URL) http://purl.flvc.org/fau/fd/FA00004326.

Council of Science Editors:

Sarsour A. Time- stress-compressibility characteristics of cementitiously stabilized organic soils. [Masters Thesis]. Florida Atlantic University; 2014. Available from: http://purl.flvc.org/fau/fd/FA00004326 ; (URL) http://purl.flvc.org/fau/fd/FA00004326


Oklahoma State University

22. Unruh, Jason T. Evaluation of Lime Pretreatment for Cementitious Stabilization of High Plasticity Soil.

Degree: School of Civil & Environmental Engineering, 2010, Oklahoma State University

 This research covers the effects of CKD, fly ash, lime and CKD, and lime and fly ash on a high plasticity soil. Three percentages of… (more)

Subjects/Keywords: cementitious; lime; plasticity; pretreatment; soil; stabilization

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APA (6th Edition):

Unruh, J. T. (2010). Evaluation of Lime Pretreatment for Cementitious Stabilization of High Plasticity Soil. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10171

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):

Unruh, Jason T. “Evaluation of Lime Pretreatment for Cementitious Stabilization of High Plasticity Soil.” 2010. Thesis, Oklahoma State University. Accessed September 22, 2020. http://hdl.handle.net/11244/10171.

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

MLA Handbook (7th Edition):

Unruh, Jason T. “Evaluation of Lime Pretreatment for Cementitious Stabilization of High Plasticity Soil.” 2010. Web. 22 Sep 2020.

Vancouver:

Unruh JT. Evaluation of Lime Pretreatment for Cementitious Stabilization of High Plasticity Soil. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11244/10171.

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

Council of Science Editors:

Unruh JT. Evaluation of Lime Pretreatment for Cementitious Stabilization of High Plasticity Soil. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/10171

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


Central Connecticut State University

23. Susianti-Kubik, Bernadeta Rina, 1978-. Evaluation of acrylic polymer soil stabilizer using aggregate stability test.

Degree: Department of Engineering Technology, 2010, Central Connecticut State University

 Polymer based soil stabilizers are soil binders used to prevent soil erosion. Because these materials can be environmental friendly and reduce labor costs, polymer dispersion… (more)

Subjects/Keywords: Soils  – Testing; Soil stabilization; Polymers  – Testing

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APA (6th Edition):

Susianti-Kubik, Bernadeta Rina, 1. (2010). Evaluation of acrylic polymer soil stabilizer using aggregate stability test. (Thesis). Central Connecticut State University. Retrieved from http://content.library.ccsu.edu/u?/ccsutheses,1592

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):

Susianti-Kubik, Bernadeta Rina, 1978-. “Evaluation of acrylic polymer soil stabilizer using aggregate stability test.” 2010. Thesis, Central Connecticut State University. Accessed September 22, 2020. http://content.library.ccsu.edu/u?/ccsutheses,1592.

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

MLA Handbook (7th Edition):

Susianti-Kubik, Bernadeta Rina, 1978-. “Evaluation of acrylic polymer soil stabilizer using aggregate stability test.” 2010. Web. 22 Sep 2020.

Vancouver:

Susianti-Kubik, Bernadeta Rina 1. Evaluation of acrylic polymer soil stabilizer using aggregate stability test. [Internet] [Thesis]. Central Connecticut State University; 2010. [cited 2020 Sep 22]. Available from: http://content.library.ccsu.edu/u?/ccsutheses,1592.

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

Council of Science Editors:

Susianti-Kubik, Bernadeta Rina 1. Evaluation of acrylic polymer soil stabilizer using aggregate stability test. [Thesis]. Central Connecticut State University; 2010. Available from: http://content.library.ccsu.edu/u?/ccsutheses,1592

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

24. Thomas, Bari Ian. Stabilisation of sulphide rich soil : problems and solutions.

Degree: PhD, 2001, University of South Wales

 The research presented in this thesis can be split into two well-defined areas. Firstly, the effects of the addition of lime (either 2%, 4%, 6%… (more)

Subjects/Keywords: 631; Soil stabilization

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APA (6th Edition):

Thomas, B. I. (2001). Stabilisation of sulphide rich soil : problems and solutions. (Doctoral Dissertation). University of South Wales. Retrieved from https://pure.southwales.ac.uk/en/studentthesis/stabilisation-of-sulphide-rich-soil(98c1c57e-3a68-4766-9d4b-c49b18b2437f).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.488725

Chicago Manual of Style (16th Edition):

Thomas, Bari Ian. “Stabilisation of sulphide rich soil : problems and solutions.” 2001. Doctoral Dissertation, University of South Wales. Accessed September 22, 2020. https://pure.southwales.ac.uk/en/studentthesis/stabilisation-of-sulphide-rich-soil(98c1c57e-3a68-4766-9d4b-c49b18b2437f).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.488725.

MLA Handbook (7th Edition):

Thomas, Bari Ian. “Stabilisation of sulphide rich soil : problems and solutions.” 2001. Web. 22 Sep 2020.

Vancouver:

Thomas BI. Stabilisation of sulphide rich soil : problems and solutions. [Internet] [Doctoral dissertation]. University of South Wales; 2001. [cited 2020 Sep 22]. Available from: https://pure.southwales.ac.uk/en/studentthesis/stabilisation-of-sulphide-rich-soil(98c1c57e-3a68-4766-9d4b-c49b18b2437f).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.488725.

Council of Science Editors:

Thomas BI. Stabilisation of sulphide rich soil : problems and solutions. [Doctoral Dissertation]. University of South Wales; 2001. Available from: https://pure.southwales.ac.uk/en/studentthesis/stabilisation-of-sulphide-rich-soil(98c1c57e-3a68-4766-9d4b-c49b18b2437f).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.488725


Hong Kong University of Science and Technology

25. Li, Qing. Long-term settlement mechanisms of shield tunnels in Shanghai soft clay.

Degree: 2013, Hong Kong University of Science and Technology

 Excessive differential tunnel settlements have been observed in Shanghai metro tunnels over the past two decades and they become a major concern for the operational… (more)

Subjects/Keywords: Tunneling ; China ; Shanghai ; Soil stabilization ; Clay soils

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APA (6th Edition):

Li, Q. (2013). Long-term settlement mechanisms of shield tunnels in Shanghai soft clay. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7886 ; https://doi.org/10.14711/thesis-b1213411 ; http://repository.ust.hk/ir/bitstream/1783.1-7886/1/th_redirect.html

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):

Li, Qing. “Long-term settlement mechanisms of shield tunnels in Shanghai soft clay.” 2013. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-7886 ; https://doi.org/10.14711/thesis-b1213411 ; http://repository.ust.hk/ir/bitstream/1783.1-7886/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Li, Qing. “Long-term settlement mechanisms of shield tunnels in Shanghai soft clay.” 2013. Web. 22 Sep 2020.

Vancouver:

Li Q. Long-term settlement mechanisms of shield tunnels in Shanghai soft clay. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2013. [cited 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-7886 ; https://doi.org/10.14711/thesis-b1213411 ; http://repository.ust.hk/ir/bitstream/1783.1-7886/1/th_redirect.html.

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

Council of Science Editors:

Li Q. Long-term settlement mechanisms of shield tunnels in Shanghai soft clay. [Thesis]. Hong Kong University of Science and Technology; 2013. Available from: http://repository.ust.hk/ir/Record/1783.1-7886 ; https://doi.org/10.14711/thesis-b1213411 ; http://repository.ust.hk/ir/bitstream/1783.1-7886/1/th_redirect.html

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


University of Technology, Sydney

26. Parsa Pajouh, A. Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement.

Degree: 2014, University of Technology, Sydney

 The use of prefabricated vertical drain (PVD) assisted preloading has been recognised over the last two decades as a very efficient method of ground improvement… (more)

Subjects/Keywords: Smear zone.; Vertical drains.; Soil stabilization.

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

APA (6th Edition):

Parsa Pajouh, A. (2014). Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/24194

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):

Parsa Pajouh, A. “Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement.” 2014. Thesis, University of Technology, Sydney. Accessed September 22, 2020. http://hdl.handle.net/10453/24194.

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

MLA Handbook (7th Edition):

Parsa Pajouh, A. “Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement.” 2014. Web. 22 Sep 2020.

Vancouver:

Parsa Pajouh A. Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10453/24194.

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

Council of Science Editors:

Parsa Pajouh A. Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement. [Thesis]. University of Technology, Sydney; 2014. Available from: http://hdl.handle.net/10453/24194

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


University of Stirling

27. Molope, Mishack Bochankge. Some effects of biological and physical processess on soil aggregate stability.

Degree: PhD, 1985, University of Stirling

 The effects of biological and physical processes on the aggregate stability of some weakly structured arable and pasture soils were investigated. Preliminary investigations showed significant… (more)

Subjects/Keywords: 631.4; Soil stabilization

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APA (6th Edition):

Molope, M. B. (1985). Some effects of biological and physical processess on soil aggregate stability. (Doctoral Dissertation). University of Stirling. Retrieved from http://hdl.handle.net/1893/2595

Chicago Manual of Style (16th Edition):

Molope, Mishack Bochankge. “Some effects of biological and physical processess on soil aggregate stability.” 1985. Doctoral Dissertation, University of Stirling. Accessed September 22, 2020. http://hdl.handle.net/1893/2595.

MLA Handbook (7th Edition):

Molope, Mishack Bochankge. “Some effects of biological and physical processess on soil aggregate stability.” 1985. Web. 22 Sep 2020.

Vancouver:

Molope MB. Some effects of biological and physical processess on soil aggregate stability. [Internet] [Doctoral dissertation]. University of Stirling; 1985. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/1893/2595.

Council of Science Editors:

Molope MB. Some effects of biological and physical processess on soil aggregate stability. [Doctoral Dissertation]. University of Stirling; 1985. Available from: http://hdl.handle.net/1893/2595


The Ohio State University

28. Hsu, Jen-Rong. Analysis of soil deformation by elastic-plastic work-hardening model.

Degree: PhD, Graduate School, 1977, The Ohio State University

Subjects/Keywords: Engineering; Soil structure; Soil stabilization

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

APA (6th Edition):

Hsu, J. (1977). Analysis of soil deformation by elastic-plastic work-hardening model. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487067284783449

Chicago Manual of Style (16th Edition):

Hsu, Jen-Rong. “Analysis of soil deformation by elastic-plastic work-hardening model.” 1977. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487067284783449.

MLA Handbook (7th Edition):

Hsu, Jen-Rong. “Analysis of soil deformation by elastic-plastic work-hardening model.” 1977. Web. 22 Sep 2020.

Vancouver:

Hsu J. Analysis of soil deformation by elastic-plastic work-hardening model. [Internet] [Doctoral dissertation]. The Ohio State University; 1977. [cited 2020 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487067284783449.

Council of Science Editors:

Hsu J. Analysis of soil deformation by elastic-plastic work-hardening model. [Doctoral Dissertation]. The Ohio State University; 1977. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487067284783449


The Ohio State University

29. Hsu, Jen-Rong. Analysis of soil deformation by elastic-plastic work-hardening model.

Degree: PhD, Graduate School, 1977, The Ohio State University

Subjects/Keywords: Engineering; Soil structure; Soil stabilization

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

APA (6th Edition):

Hsu, J. (1977). Analysis of soil deformation by elastic-plastic work-hardening model. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu148706715303251

Chicago Manual of Style (16th Edition):

Hsu, Jen-Rong. “Analysis of soil deformation by elastic-plastic work-hardening model.” 1977. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu148706715303251.

MLA Handbook (7th Edition):

Hsu, Jen-Rong. “Analysis of soil deformation by elastic-plastic work-hardening model.” 1977. Web. 22 Sep 2020.

Vancouver:

Hsu J. Analysis of soil deformation by elastic-plastic work-hardening model. [Internet] [Doctoral dissertation]. The Ohio State University; 1977. [cited 2020 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu148706715303251.

Council of Science Editors:

Hsu J. Analysis of soil deformation by elastic-plastic work-hardening model. [Doctoral Dissertation]. The Ohio State University; 1977. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu148706715303251


University of California – Berkeley

30. Dane, Laura Jennifer. Soil Microorganisms as Precursors and Mediators of Soil Carbon Stailization.

Degree: Environmental Science, Policy, & Management, 2014, University of California – Berkeley

Soil organic matter (SOM) results from a suite of microbial and geochemical processes that in combination convert carbon (C) of biological origin to stabilized, potentially… (more)

Subjects/Keywords: Environmental science; Carbon cycling; Carbon stabilization; Soil microbiology; Soil organic matter

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APA (6th Edition):

Dane, L. J. (2014). Soil Microorganisms as Precursors and Mediators of Soil Carbon Stailization. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/6b22948f

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):

Dane, Laura Jennifer. “Soil Microorganisms as Precursors and Mediators of Soil Carbon Stailization.” 2014. Thesis, University of California – Berkeley. Accessed September 22, 2020. http://www.escholarship.org/uc/item/6b22948f.

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

MLA Handbook (7th Edition):

Dane, Laura Jennifer. “Soil Microorganisms as Precursors and Mediators of Soil Carbon Stailization.” 2014. Web. 22 Sep 2020.

Vancouver:

Dane LJ. Soil Microorganisms as Precursors and Mediators of Soil Carbon Stailization. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Sep 22]. Available from: http://www.escholarship.org/uc/item/6b22948f.

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

Council of Science Editors:

Dane LJ. Soil Microorganisms as Precursors and Mediators of Soil Carbon Stailization. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/6b22948f

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

[1] [2] [3] [4] [5] … [11]

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