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Dept: Department of Civil Engineering

You searched for subject:(soils). Showing records 1 – 29 of 29 total matches.

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University of Alberta

1. Bobey, Linda Wai Man. Soil-geogrid interfacial shear strength.

Degree: MS, Department of Civil Engineering, 1988, University of Alberta

Subjects/Keywords: Soils – Testing.; Shear strength of soils – Testing.; Geotextiles – Testing.

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APA (6th Edition):

Bobey, L. W. M. (1988). Soil-geogrid interfacial shear strength. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/qv33s037s

Chicago Manual of Style (16th Edition):

Bobey, Linda Wai Man. “Soil-geogrid interfacial shear strength.” 1988. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/qv33s037s.

MLA Handbook (7th Edition):

Bobey, Linda Wai Man. “Soil-geogrid interfacial shear strength.” 1988. Web. 01 Apr 2020.

Vancouver:

Bobey LWM. Soil-geogrid interfacial shear strength. [Internet] [Masters thesis]. University of Alberta; 1988. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/qv33s037s.

Council of Science Editors:

Bobey LWM. Soil-geogrid interfacial shear strength. [Masters Thesis]. University of Alberta; 1988. Available from: https://era.library.ualberta.ca/files/qv33s037s


University of Alberta

2. Ferreira, Ronaldo da Silva. Interpretation of pressuremeter tests using a curve fitting technique.

Degree: PhD, Department of Civil Engineering, 1992, University of Alberta

Subjects/Keywords: Shear strength of soils – Testing.; Soils – Testing.

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APA (6th Edition):

Ferreira, R. d. S. (1992). Interpretation of pressuremeter tests using a curve fitting technique. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/xw42nb40q

Chicago Manual of Style (16th Edition):

Ferreira, Ronaldo da Silva. “Interpretation of pressuremeter tests using a curve fitting technique.” 1992. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/xw42nb40q.

MLA Handbook (7th Edition):

Ferreira, Ronaldo da Silva. “Interpretation of pressuremeter tests using a curve fitting technique.” 1992. Web. 01 Apr 2020.

Vancouver:

Ferreira RdS. Interpretation of pressuremeter tests using a curve fitting technique. [Internet] [Doctoral dissertation]. University of Alberta; 1992. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/xw42nb40q.

Council of Science Editors:

Ferreira RdS. Interpretation of pressuremeter tests using a curve fitting technique. [Doctoral Dissertation]. University of Alberta; 1992. Available from: https://era.library.ualberta.ca/files/xw42nb40q


University of Alberta

3. Watts, Bryan David. Lateral creep deformations in the foundation of a high dam.

Degree: MSin Civil Engineering, Department of Civil Engineering, 1981, University of Alberta

Subjects/Keywords: Deformations (Mechanics); Clay soils.

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APA (6th Edition):

Watts, B. D. (1981). Lateral creep deformations in the foundation of a high dam. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/bv73c291z

Chicago Manual of Style (16th Edition):

Watts, Bryan David. “Lateral creep deformations in the foundation of a high dam.” 1981. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/bv73c291z.

MLA Handbook (7th Edition):

Watts, Bryan David. “Lateral creep deformations in the foundation of a high dam.” 1981. Web. 01 Apr 2020.

Vancouver:

Watts BD. Lateral creep deformations in the foundation of a high dam. [Internet] [Masters thesis]. University of Alberta; 1981. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/bv73c291z.

Council of Science Editors:

Watts BD. Lateral creep deformations in the foundation of a high dam. [Masters Thesis]. University of Alberta; 1981. Available from: https://era.library.ualberta.ca/files/bv73c291z


University of Alberta

4. Sobkowicz, John C. The mechanics of gassy sediments.

Degree: PhD, Department of Civil Engineering, 1982, University of Alberta

Subjects/Keywords: Soils – Testing.; Soil air – Testing.

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APA (6th Edition):

Sobkowicz, J. C. (1982). The mechanics of gassy sediments. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/db78tf16n

Chicago Manual of Style (16th Edition):

Sobkowicz, John C. “The mechanics of gassy sediments.” 1982. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/db78tf16n.

MLA Handbook (7th Edition):

Sobkowicz, John C. “The mechanics of gassy sediments.” 1982. Web. 01 Apr 2020.

Vancouver:

Sobkowicz JC. The mechanics of gassy sediments. [Internet] [Doctoral dissertation]. University of Alberta; 1982. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/db78tf16n.

Council of Science Editors:

Sobkowicz JC. The mechanics of gassy sediments. [Doctoral Dissertation]. University of Alberta; 1982. Available from: https://era.library.ualberta.ca/files/db78tf16n


University of Alberta

5. Pitman, Timothy David. Effect of fines and gradation on the collapse surface of a loose saturated soil.

Degree: MSin Geotechnical Engineering, Department of Civil Engineering, 1993, University of Alberta

Subjects/Keywords: Soil mechanics.; Soils – Density.

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APA (6th Edition):

Pitman, T. D. (1993). Effect of fines and gradation on the collapse surface of a loose saturated soil. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/pr76f552s

Chicago Manual of Style (16th Edition):

Pitman, Timothy David. “Effect of fines and gradation on the collapse surface of a loose saturated soil.” 1993. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/pr76f552s.

MLA Handbook (7th Edition):

Pitman, Timothy David. “Effect of fines and gradation on the collapse surface of a loose saturated soil.” 1993. Web. 01 Apr 2020.

Vancouver:

Pitman TD. Effect of fines and gradation on the collapse surface of a loose saturated soil. [Internet] [Masters thesis]. University of Alberta; 1993. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/pr76f552s.

Council of Science Editors:

Pitman TD. Effect of fines and gradation on the collapse surface of a loose saturated soil. [Masters Thesis]. University of Alberta; 1993. Available from: https://era.library.ualberta.ca/files/pr76f552s


University of Alberta

6. De Assis, Andre Pacheco. A method for evaluating the transient creep of potash.

Degree: PhD, Department of Civil Engineering, 1990, University of Alberta

Subjects/Keywords: Soils – Creep.; Potash – Testing.

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APA (6th Edition):

De Assis, A. P. (1990). A method for evaluating the transient creep of potash. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/bc386m04c

Chicago Manual of Style (16th Edition):

De Assis, Andre Pacheco. “A method for evaluating the transient creep of potash.” 1990. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/bc386m04c.

MLA Handbook (7th Edition):

De Assis, Andre Pacheco. “A method for evaluating the transient creep of potash.” 1990. Web. 01 Apr 2020.

Vancouver:

De Assis AP. A method for evaluating the transient creep of potash. [Internet] [Doctoral dissertation]. University of Alberta; 1990. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/bc386m04c.

Council of Science Editors:

De Assis AP. A method for evaluating the transient creep of potash. [Doctoral Dissertation]. University of Alberta; 1990. Available from: https://era.library.ualberta.ca/files/bc386m04c


Michigan State University

7. Douglas, Arthur Gordon. Soil deformation rates and activation energies.

Degree: PhD, Department of Civil Engineering, 1969, Michigan State University

Subjects/Keywords: Soils – Creep; Rheology; Soil physics

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APA (6th Edition):

Douglas, A. G. (1969). Soil deformation rates and activation energies. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:25283

Chicago Manual of Style (16th Edition):

Douglas, Arthur Gordon. “Soil deformation rates and activation energies.” 1969. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:25283.

MLA Handbook (7th Edition):

Douglas, Arthur Gordon. “Soil deformation rates and activation energies.” 1969. Web. 01 Apr 2020.

Vancouver:

Douglas AG. Soil deformation rates and activation energies. [Internet] [Doctoral dissertation]. Michigan State University; 1969. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:25283.

Council of Science Editors:

Douglas AG. Soil deformation rates and activation energies. [Doctoral Dissertation]. Michigan State University; 1969. Available from: http://etd.lib.msu.edu/islandora/object/etd:25283


Michigan State University

8. Warder, David Lee. Behavior and analysis of a model soil-ice barrier.

Degree: PhD, Department of Civil Engineering, 1969, Michigan State University

Subjects/Keywords: Soils – Analysis; Frozen ground

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APA (6th Edition):

Warder, D. L. (1969). Behavior and analysis of a model soil-ice barrier. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:40889

Chicago Manual of Style (16th Edition):

Warder, David Lee. “Behavior and analysis of a model soil-ice barrier.” 1969. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:40889.

MLA Handbook (7th Edition):

Warder, David Lee. “Behavior and analysis of a model soil-ice barrier.” 1969. Web. 01 Apr 2020.

Vancouver:

Warder DL. Behavior and analysis of a model soil-ice barrier. [Internet] [Doctoral dissertation]. Michigan State University; 1969. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:40889.

Council of Science Editors:

Warder DL. Behavior and analysis of a model soil-ice barrier. [Doctoral Dissertation]. Michigan State University; 1969. Available from: http://etd.lib.msu.edu/islandora/object/etd:40889


University of Alberta

9. Yoshida, Nobuyuki. Time-dependent instability in fissured, overconsolidated clays and mudstones.

Degree: PhD, Department of Civil Engineering, 1990, University of Alberta

Subjects/Keywords: Mudstone – Stability.; Clay soils – Stability.; Clay soils – Testing.; Mudstone – Testing.

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APA (6th Edition):

Yoshida, N. (1990). Time-dependent instability in fissured, overconsolidated clays and mudstones. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/jq085m982

Chicago Manual of Style (16th Edition):

Yoshida, Nobuyuki. “Time-dependent instability in fissured, overconsolidated clays and mudstones.” 1990. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/jq085m982.

MLA Handbook (7th Edition):

Yoshida, Nobuyuki. “Time-dependent instability in fissured, overconsolidated clays and mudstones.” 1990. Web. 01 Apr 2020.

Vancouver:

Yoshida N. Time-dependent instability in fissured, overconsolidated clays and mudstones. [Internet] [Doctoral dissertation]. University of Alberta; 1990. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/jq085m982.

Council of Science Editors:

Yoshida N. Time-dependent instability in fissured, overconsolidated clays and mudstones. [Doctoral Dissertation]. University of Alberta; 1990. Available from: https://era.library.ualberta.ca/files/jq085m982


University of Alberta

10. Chattopadhyay, Pradyot Kumar. Residual shear strength of some pure clay minerals.

Degree: PhD, Department of Civil Engineering, 1972, University of Alberta

Subjects/Keywords: Soil mechanics.; Soils – Testing.; Clay minerals.; Shear strength of soils.

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APA (6th Edition):

Chattopadhyay, P. K. (1972). Residual shear strength of some pure clay minerals. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/v979v5500

Chicago Manual of Style (16th Edition):

Chattopadhyay, Pradyot Kumar. “Residual shear strength of some pure clay minerals.” 1972. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/v979v5500.

MLA Handbook (7th Edition):

Chattopadhyay, Pradyot Kumar. “Residual shear strength of some pure clay minerals.” 1972. Web. 01 Apr 2020.

Vancouver:

Chattopadhyay PK. Residual shear strength of some pure clay minerals. [Internet] [Doctoral dissertation]. University of Alberta; 1972. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/v979v5500.

Council of Science Editors:

Chattopadhyay PK. Residual shear strength of some pure clay minerals. [Doctoral Dissertation]. University of Alberta; 1972. Available from: https://era.library.ualberta.ca/files/v979v5500


University of Alberta

11. Fredlund, D. G. Volume change behavior of unsaturated soils.

Degree: PhD, Department of Civil Engineering, 1973, University of Alberta

Subjects/Keywords: Soils – Testing.; Soil moisture.; Soil mechanics.

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APA (6th Edition):

Fredlund, D. G. (1973). Volume change behavior of unsaturated soils. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/8s45qb74f

Chicago Manual of Style (16th Edition):

Fredlund, D G. “Volume change behavior of unsaturated soils.” 1973. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/8s45qb74f.

MLA Handbook (7th Edition):

Fredlund, D G. “Volume change behavior of unsaturated soils.” 1973. Web. 01 Apr 2020.

Vancouver:

Fredlund DG. Volume change behavior of unsaturated soils. [Internet] [Doctoral dissertation]. University of Alberta; 1973. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/8s45qb74f.

Council of Science Editors:

Fredlund DG. Volume change behavior of unsaturated soils. [Doctoral Dissertation]. University of Alberta; 1973. Available from: https://era.library.ualberta.ca/files/8s45qb74f


University of Alberta

12. Barlow, John Peter. Interpretation of tunnel convergence measurements.

Degree: MS, Department of Civil Engineering, 1986, University of Alberta

Subjects/Keywords: Tunnels – Design and construction.; Soils – Testing.

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APA (6th Edition):

Barlow, J. P. (1986). Interpretation of tunnel convergence measurements. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/rb68xf022

Chicago Manual of Style (16th Edition):

Barlow, John Peter. “Interpretation of tunnel convergence measurements.” 1986. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/rb68xf022.

MLA Handbook (7th Edition):

Barlow, John Peter. “Interpretation of tunnel convergence measurements.” 1986. Web. 01 Apr 2020.

Vancouver:

Barlow JP. Interpretation of tunnel convergence measurements. [Internet] [Masters thesis]. University of Alberta; 1986. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/rb68xf022.

Council of Science Editors:

Barlow JP. Interpretation of tunnel convergence measurements. [Masters Thesis]. University of Alberta; 1986. Available from: https://era.library.ualberta.ca/files/rb68xf022


University of Alberta

13. Masoumzadeh, Shahin. Accelerating creep of the slopes of Luscar open-pit coal mine.

Degree: MS, Department of Civil Engineering, 1985, University of Alberta

Subjects/Keywords: Slopes (Soil mechanics); Soils – Creep.; Landslides.

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APA (6th Edition):

Masoumzadeh, S. (1985). Accelerating creep of the slopes of Luscar open-pit coal mine. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/6969z3225

Chicago Manual of Style (16th Edition):

Masoumzadeh, Shahin. “Accelerating creep of the slopes of Luscar open-pit coal mine.” 1985. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/6969z3225.

MLA Handbook (7th Edition):

Masoumzadeh, Shahin. “Accelerating creep of the slopes of Luscar open-pit coal mine.” 1985. Web. 01 Apr 2020.

Vancouver:

Masoumzadeh S. Accelerating creep of the slopes of Luscar open-pit coal mine. [Internet] [Masters thesis]. University of Alberta; 1985. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/6969z3225.

Council of Science Editors:

Masoumzadeh S. Accelerating creep of the slopes of Luscar open-pit coal mine. [Masters Thesis]. University of Alberta; 1985. Available from: https://era.library.ualberta.ca/files/6969z3225


Michigan State University

14. Alkire, Bernard Donald, 1939-. Mechnical properties of sand-ice materials.

Degree: PhD, Department of Civil Engineering, 1972, Michigan State University

Subjects/Keywords: Frozen ground; Sandy soils; Soil-Creep

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APA (6th Edition):

Alkire, Bernard Donald, 1. (1972). Mechnical properties of sand-ice materials. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:41746

Chicago Manual of Style (16th Edition):

Alkire, Bernard Donald, 1939-. “Mechnical properties of sand-ice materials.” 1972. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:41746.

MLA Handbook (7th Edition):

Alkire, Bernard Donald, 1939-. “Mechnical properties of sand-ice materials.” 1972. Web. 01 Apr 2020.

Vancouver:

Alkire, Bernard Donald 1. Mechnical properties of sand-ice materials. [Internet] [Doctoral dissertation]. Michigan State University; 1972. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:41746.

Council of Science Editors:

Alkire, Bernard Donald 1. Mechnical properties of sand-ice materials. [Doctoral Dissertation]. Michigan State University; 1972. Available from: http://etd.lib.msu.edu/islandora/object/etd:41746


University of Alberta

15. Simmons, John Vincent. Shearband yielding and strain weakening.

Degree: PhD, Department of Civil Engineering, 1981, University of Alberta

Subjects/Keywords: Shear zones (Geology); Shear strength of soils.

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APA (6th Edition):

Simmons, J. V. (1981). Shearband yielding and strain weakening. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/h702q898x

Chicago Manual of Style (16th Edition):

Simmons, John Vincent. “Shearband yielding and strain weakening.” 1981. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/h702q898x.

MLA Handbook (7th Edition):

Simmons, John Vincent. “Shearband yielding and strain weakening.” 1981. Web. 01 Apr 2020.

Vancouver:

Simmons JV. Shearband yielding and strain weakening. [Internet] [Doctoral dissertation]. University of Alberta; 1981. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/h702q898x.

Council of Science Editors:

Simmons JV. Shearband yielding and strain weakening. [Doctoral Dissertation]. University of Alberta; 1981. Available from: https://era.library.ualberta.ca/files/h702q898x


University of Alberta

16. Mathioudakis, Michael. Applications of progressive failure analysis.

Degree: PhD, Department of Civil Engineering, 1993, University of Alberta

Subjects/Keywords: Soil mechanics.; Shear strength of soils – Testing.

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APA (6th Edition):

Mathioudakis, M. (1993). Applications of progressive failure analysis. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/nz8062171

Chicago Manual of Style (16th Edition):

Mathioudakis, Michael. “Applications of progressive failure analysis.” 1993. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/nz8062171.

MLA Handbook (7th Edition):

Mathioudakis, Michael. “Applications of progressive failure analysis.” 1993. Web. 01 Apr 2020.

Vancouver:

Mathioudakis M. Applications of progressive failure analysis. [Internet] [Doctoral dissertation]. University of Alberta; 1993. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/nz8062171.

Council of Science Editors:

Mathioudakis M. Applications of progressive failure analysis. [Doctoral Dissertation]. University of Alberta; 1993. Available from: https://era.library.ualberta.ca/files/nz8062171


University of Alberta

17. Liu, Yixin. Performance of geogrid reinforced clay slopes.

Degree: PhD, Department of Civil Engineering, 1992, University of Alberta

Subjects/Keywords: Slopes (Soil mechanics); Soil stabilization.; Geosynthetics.; Clay soils.

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APA (6th Edition):

Liu, Y. (1992). Performance of geogrid reinforced clay slopes. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/jm214r17j

Chicago Manual of Style (16th Edition):

Liu, Yixin. “Performance of geogrid reinforced clay slopes.” 1992. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/jm214r17j.

MLA Handbook (7th Edition):

Liu, Yixin. “Performance of geogrid reinforced clay slopes.” 1992. Web. 01 Apr 2020.

Vancouver:

Liu Y. Performance of geogrid reinforced clay slopes. [Internet] [Doctoral dissertation]. University of Alberta; 1992. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/jm214r17j.

Council of Science Editors:

Liu Y. Performance of geogrid reinforced clay slopes. [Doctoral Dissertation]. University of Alberta; 1992. Available from: https://era.library.ualberta.ca/files/jm214r17j


University of Alberta

18. Cunning, John Cecil. Shear wave velocity measurement of cohesionless soils for evaluation of in-situ state.

Degree: MSin Geotechnical Engineering, Department of Civil Engineering, 1994, University of Alberta

Subjects/Keywords: Shear waves – Measurement.; Soils – Canada – Testing.; Soil mechanics.

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APA (6th Edition):

Cunning, J. C. (1994). Shear wave velocity measurement of cohesionless soils for evaluation of in-situ state. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/bg257h63s

Chicago Manual of Style (16th Edition):

Cunning, John Cecil. “Shear wave velocity measurement of cohesionless soils for evaluation of in-situ state.” 1994. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/bg257h63s.

MLA Handbook (7th Edition):

Cunning, John Cecil. “Shear wave velocity measurement of cohesionless soils for evaluation of in-situ state.” 1994. Web. 01 Apr 2020.

Vancouver:

Cunning JC. Shear wave velocity measurement of cohesionless soils for evaluation of in-situ state. [Internet] [Masters thesis]. University of Alberta; 1994. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/bg257h63s.

Council of Science Editors:

Cunning JC. Shear wave velocity measurement of cohesionless soils for evaluation of in-situ state. [Masters Thesis]. University of Alberta; 1994. Available from: https://era.library.ualberta.ca/files/bg257h63s


University of Alberta

19. Pando, Miguel Angel. The effect of the degree of shear stress reversal on the liquefaction potential of saturated sands.

Degree: MS, Department of Civil Engineering, 1995, University of Alberta

Subjects/Keywords: Soil liquefaction.; Shear strength of soils.; Soil mechanics.

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APA (6th Edition):

Pando, M. A. (1995). The effect of the degree of shear stress reversal on the liquefaction potential of saturated sands. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/n296x114r

Chicago Manual of Style (16th Edition):

Pando, Miguel Angel. “The effect of the degree of shear stress reversal on the liquefaction potential of saturated sands.” 1995. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/n296x114r.

MLA Handbook (7th Edition):

Pando, Miguel Angel. “The effect of the degree of shear stress reversal on the liquefaction potential of saturated sands.” 1995. Web. 01 Apr 2020.

Vancouver:

Pando MA. The effect of the degree of shear stress reversal on the liquefaction potential of saturated sands. [Internet] [Masters thesis]. University of Alberta; 1995. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/n296x114r.

Council of Science Editors:

Pando MA. The effect of the degree of shear stress reversal on the liquefaction potential of saturated sands. [Masters Thesis]. University of Alberta; 1995. Available from: https://era.library.ualberta.ca/files/n296x114r


University of Alberta

20. Mimura, Daniel Wayne. Shear strength of hydraulically placed clay shale.

Degree: MS, Department of Civil Engineering, 1990, University of Alberta

Subjects/Keywords: Clay soils – Alberta – Testing.; Shale – Alberta – Testing.

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APA (6th Edition):

Mimura, D. W. (1990). Shear strength of hydraulically placed clay shale. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/kw52jb396

Chicago Manual of Style (16th Edition):

Mimura, Daniel Wayne. “Shear strength of hydraulically placed clay shale.” 1990. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/kw52jb396.

MLA Handbook (7th Edition):

Mimura, Daniel Wayne. “Shear strength of hydraulically placed clay shale.” 1990. Web. 01 Apr 2020.

Vancouver:

Mimura DW. Shear strength of hydraulically placed clay shale. [Internet] [Masters thesis]. University of Alberta; 1990. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/kw52jb396.

Council of Science Editors:

Mimura DW. Shear strength of hydraulically placed clay shale. [Masters Thesis]. University of Alberta; 1990. Available from: https://era.library.ualberta.ca/files/kw52jb396


Michigan State University

21. Akili, Waddah. Stress effect on creep rates of a frozen clay soil from the standpoint of rate process theory.

Degree: PhD, Department of Civil Engineering, 1966, Michigan State University

Subjects/Keywords: Clay soils – Creep; Frozen ground – Creep; Stress concentration

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APA (6th Edition):

Akili, W. (1966). Stress effect on creep rates of a frozen clay soil from the standpoint of rate process theory. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:34357

Chicago Manual of Style (16th Edition):

Akili, Waddah. “Stress effect on creep rates of a frozen clay soil from the standpoint of rate process theory.” 1966. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:34357.

MLA Handbook (7th Edition):

Akili, Waddah. “Stress effect on creep rates of a frozen clay soil from the standpoint of rate process theory.” 1966. Web. 01 Apr 2020.

Vancouver:

Akili W. Stress effect on creep rates of a frozen clay soil from the standpoint of rate process theory. [Internet] [Doctoral dissertation]. Michigan State University; 1966. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:34357.

Council of Science Editors:

Akili W. Stress effect on creep rates of a frozen clay soil from the standpoint of rate process theory. [Doctoral Dissertation]. Michigan State University; 1966. Available from: http://etd.lib.msu.edu/islandora/object/etd:34357


Michigan State University

22. AlNouri, Ilham. Time dependent strength behavior of two soil types at lowered temperatures.

Degree: PhD, Department of Civil Engineering, 1969, Michigan State University

Subjects/Keywords: Soils – Creep; Frozen ground; Rheology; Soil physics

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APA (6th Edition):

AlNouri, I. (1969). Time dependent strength behavior of two soil types at lowered temperatures. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:34186

Chicago Manual of Style (16th Edition):

AlNouri, Ilham. “Time dependent strength behavior of two soil types at lowered temperatures.” 1969. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:34186.

MLA Handbook (7th Edition):

AlNouri, Ilham. “Time dependent strength behavior of two soil types at lowered temperatures.” 1969. Web. 01 Apr 2020.

Vancouver:

AlNouri I. Time dependent strength behavior of two soil types at lowered temperatures. [Internet] [Doctoral dissertation]. Michigan State University; 1969. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:34186.

Council of Science Editors:

AlNouri I. Time dependent strength behavior of two soil types at lowered temperatures. [Doctoral Dissertation]. Michigan State University; 1969. Available from: http://etd.lib.msu.edu/islandora/object/etd:34186


Michigan State University

23. Lentz, Rodney Ward. Permanent deformation of cohesionless subgrade material under cyclic loading.

Degree: PhD, Department of Civil Engineering, 1979, Michigan State University

Subjects/Keywords: Roads – Subgrades; Soils – Testing; Soil mechanics; Sand

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APA (6th Edition):

Lentz, R. W. (1979). Permanent deformation of cohesionless subgrade material under cyclic loading. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:41915

Chicago Manual of Style (16th Edition):

Lentz, Rodney Ward. “Permanent deformation of cohesionless subgrade material under cyclic loading.” 1979. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:41915.

MLA Handbook (7th Edition):

Lentz, Rodney Ward. “Permanent deformation of cohesionless subgrade material under cyclic loading.” 1979. Web. 01 Apr 2020.

Vancouver:

Lentz RW. Permanent deformation of cohesionless subgrade material under cyclic loading. [Internet] [Doctoral dissertation]. Michigan State University; 1979. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:41915.

Council of Science Editors:

Lentz RW. Permanent deformation of cohesionless subgrade material under cyclic loading. [Doctoral Dissertation]. Michigan State University; 1979. Available from: http://etd.lib.msu.edu/islandora/object/etd:41915


Michigan State University

24. Charlie, Wayne A. Two cut slopes in fibrous organic soils behavior and analysis.

Degree: PhD, Department of Civil Engineering, 1975, Michigan State University

Subjects/Keywords: Soil mechanics; Wood-pulp industry – Waste disposal; Soils – Creep

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APA (6th Edition):

Charlie, W. A. (1975). Two cut slopes in fibrous organic soils behavior and analysis. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:41719

Chicago Manual of Style (16th Edition):

Charlie, Wayne A. “Two cut slopes in fibrous organic soils behavior and analysis.” 1975. Doctoral Dissertation, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:41719.

MLA Handbook (7th Edition):

Charlie, Wayne A. “Two cut slopes in fibrous organic soils behavior and analysis.” 1975. Web. 01 Apr 2020.

Vancouver:

Charlie WA. Two cut slopes in fibrous organic soils behavior and analysis. [Internet] [Doctoral dissertation]. Michigan State University; 1975. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:41719.

Council of Science Editors:

Charlie WA. Two cut slopes in fibrous organic soils behavior and analysis. [Doctoral Dissertation]. Michigan State University; 1975. Available from: http://etd.lib.msu.edu/islandora/object/etd:41719


University of Alberta

25. Hofmann, Barbara A. Evaluation of the soil properties of the Devon test fill.

Degree: MS, Department of Civil Engineering, 1989, University of Alberta

Subjects/Keywords: Slopes (Soil mechanics); Soil consolidation test.; Embankments – Evaluation.; Shear strength of soils – Testing.

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APA (6th Edition):

Hofmann, B. A. (1989). Evaluation of the soil properties of the Devon test fill. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/j38609386

Chicago Manual of Style (16th Edition):

Hofmann, Barbara A. “Evaluation of the soil properties of the Devon test fill.” 1989. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/j38609386.

MLA Handbook (7th Edition):

Hofmann, Barbara A. “Evaluation of the soil properties of the Devon test fill.” 1989. Web. 01 Apr 2020.

Vancouver:

Hofmann BA. Evaluation of the soil properties of the Devon test fill. [Internet] [Masters thesis]. University of Alberta; 1989. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/j38609386.

Council of Science Editors:

Hofmann BA. Evaluation of the soil properties of the Devon test fill. [Masters Thesis]. University of Alberta; 1989. Available from: https://era.library.ualberta.ca/files/j38609386


University of Alberta

26. Chalaturnyk, Richard John. The behaviour of a reinforced soil slope.

Degree: MS, Department of Civil Engineering, 1988, University of Alberta

Subjects/Keywords: Embankments – Testing.; Soil stabilization.; Slopes (Soil mechanics) – Testing.; Shear strength of soils.

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APA (6th Edition):

Chalaturnyk, R. J. (1988). The behaviour of a reinforced soil slope. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/rf55z9686

Chicago Manual of Style (16th Edition):

Chalaturnyk, Richard John. “The behaviour of a reinforced soil slope.” 1988. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/rf55z9686.

MLA Handbook (7th Edition):

Chalaturnyk, Richard John. “The behaviour of a reinforced soil slope.” 1988. Web. 01 Apr 2020.

Vancouver:

Chalaturnyk RJ. The behaviour of a reinforced soil slope. [Internet] [Masters thesis]. University of Alberta; 1988. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/rf55z9686.

Council of Science Editors:

Chalaturnyk RJ. The behaviour of a reinforced soil slope. [Masters Thesis]. University of Alberta; 1988. Available from: https://era.library.ualberta.ca/files/rf55z9686


University of Alberta

27. Branco, Paulo. Isothermal behaviour of gassy soils.

Degree: PhD, Department of Civil Engineering, 1988, University of Alberta

Subjects/Keywords: Soil air – Testing.; Soil dynamics – Mathematical models.; Soil air – Mathematical models.; Soils – Testing.

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APA (6th Edition):

Branco, P. (1988). Isothermal behaviour of gassy soils. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/r207tr38g

Chicago Manual of Style (16th Edition):

Branco, Paulo. “Isothermal behaviour of gassy soils.” 1988. Doctoral Dissertation, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/r207tr38g.

MLA Handbook (7th Edition):

Branco, Paulo. “Isothermal behaviour of gassy soils.” 1988. Web. 01 Apr 2020.

Vancouver:

Branco P. Isothermal behaviour of gassy soils. [Internet] [Doctoral dissertation]. University of Alberta; 1988. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/r207tr38g.

Council of Science Editors:

Branco P. Isothermal behaviour of gassy soils. [Doctoral Dissertation]. University of Alberta; 1988. Available from: https://era.library.ualberta.ca/files/r207tr38g


Michigan State University

28. Dawson, Tyler Allen. Backcalculated subgrade resilient modulus design values for the State of Michigan.

Degree: MS, Department of Civil Engineering, 2008, Michigan State University

Subjects/Keywords: Soil mechanics – Michigan – Mathematical models; Pavements – Michigan – Subgrades – Testing; Soils – Michigan – Mechanical properties – Testing; Pavements, Flexible – Michigan – Texting

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APA (6th Edition):

Dawson, T. A. (2008). Backcalculated subgrade resilient modulus design values for the State of Michigan. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:16639

Chicago Manual of Style (16th Edition):

Dawson, Tyler Allen. “Backcalculated subgrade resilient modulus design values for the State of Michigan.” 2008. Masters Thesis, Michigan State University. Accessed April 01, 2020. http://etd.lib.msu.edu/islandora/object/etd:16639.

MLA Handbook (7th Edition):

Dawson, Tyler Allen. “Backcalculated subgrade resilient modulus design values for the State of Michigan.” 2008. Web. 01 Apr 2020.

Vancouver:

Dawson TA. Backcalculated subgrade resilient modulus design values for the State of Michigan. [Internet] [Masters thesis]. Michigan State University; 2008. [cited 2020 Apr 01]. Available from: http://etd.lib.msu.edu/islandora/object/etd:16639.

Council of Science Editors:

Dawson TA. Backcalculated subgrade resilient modulus design values for the State of Michigan. [Masters Thesis]. Michigan State University; 2008. Available from: http://etd.lib.msu.edu/islandora/object/etd:16639


University of Alberta

29. Hutchinson, Douglas Jean. Model pile load tests in frozen saline silty sand.

Degree: MS, Department of Civil Engineering, 1989, University of Alberta

Subjects/Keywords: Frozen ground – Testing.; Engineering – Cold weather conditions.; Foundations – Cold weather conditions.; Soils, Salts in.; Soil mechanics – Cold weather conditions.; Piling (Civil engineering) – Cold weather conditions.

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APA (6th Edition):

Hutchinson, D. J. (1989). Model pile load tests in frozen saline silty sand. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/jd472z95f

Chicago Manual of Style (16th Edition):

Hutchinson, Douglas Jean. “Model pile load tests in frozen saline silty sand.” 1989. Masters Thesis, University of Alberta. Accessed April 01, 2020. https://era.library.ualberta.ca/files/jd472z95f.

MLA Handbook (7th Edition):

Hutchinson, Douglas Jean. “Model pile load tests in frozen saline silty sand.” 1989. Web. 01 Apr 2020.

Vancouver:

Hutchinson DJ. Model pile load tests in frozen saline silty sand. [Internet] [Masters thesis]. University of Alberta; 1989. [cited 2020 Apr 01]. Available from: https://era.library.ualberta.ca/files/jd472z95f.

Council of Science Editors:

Hutchinson DJ. Model pile load tests in frozen saline silty sand. [Masters Thesis]. University of Alberta; 1989. Available from: https://era.library.ualberta.ca/files/jd472z95f

.