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You searched for subject:( Soil Cement). Showing records 1 – 30 of 121 total matches.

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Michigan State University

1. Prusi, G. A. An experimental investigation of soil-cement as a building material.

Degree: B.S., 1942, Michigan State University

Subjects/Keywords: Cement; Soil cement

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APA (6th Edition):

Prusi, G. A. (1942). An experimental investigation of soil-cement as a building material. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13326

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):

Prusi, G A. “An experimental investigation of soil-cement as a building material.” 1942. Thesis, Michigan State University. Accessed March 26, 2019. http://etd.lib.msu.edu/islandora/object/etd:13326.

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

MLA Handbook (7th Edition):

Prusi, G A. “An experimental investigation of soil-cement as a building material.” 1942. Web. 26 Mar 2019.

Vancouver:

Prusi GA. An experimental investigation of soil-cement as a building material. [Internet] [Thesis]. Michigan State University; 1942. [cited 2019 Mar 26]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13326.

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

Council of Science Editors:

Prusi GA. An experimental investigation of soil-cement as a building material. [Thesis]. Michigan State University; 1942. Available from: http://etd.lib.msu.edu/islandora/object/etd:13326

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


Oregon State University

2. Borgen, Arlen Lee. Cement stabilization of Oregon coastal dune sands.

Degree: MS, Civil Engineering, 1961, Oregon State University

Subjects/Keywords: Soil cement

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APA (6th Edition):

Borgen, A. L. (1961). Cement stabilization of Oregon coastal dune sands. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/50571

Chicago Manual of Style (16th Edition):

Borgen, Arlen Lee. “Cement stabilization of Oregon coastal dune sands.” 1961. Masters Thesis, Oregon State University. Accessed March 26, 2019. http://hdl.handle.net/1957/50571.

MLA Handbook (7th Edition):

Borgen, Arlen Lee. “Cement stabilization of Oregon coastal dune sands.” 1961. Web. 26 Mar 2019.

Vancouver:

Borgen AL. Cement stabilization of Oregon coastal dune sands. [Internet] [Masters thesis]. Oregon State University; 1961. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/1957/50571.

Council of Science Editors:

Borgen AL. Cement stabilization of Oregon coastal dune sands. [Masters Thesis]. Oregon State University; 1961. Available from: http://hdl.handle.net/1957/50571


Michigan State University

3. Enos, Donovan Edward. A problem study of soil-cement.

Degree: B.S., 1948, Michigan State University

Subjects/Keywords: Soil cement

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APA (6th Edition):

Enos, D. E. (1948). A problem study of soil-cement. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:9500

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):

Enos, Donovan Edward. “A problem study of soil-cement.” 1948. Thesis, Michigan State University. Accessed March 26, 2019. http://etd.lib.msu.edu/islandora/object/etd:9500.

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

MLA Handbook (7th Edition):

Enos, Donovan Edward. “A problem study of soil-cement.” 1948. Web. 26 Mar 2019.

Vancouver:

Enos DE. A problem study of soil-cement. [Internet] [Thesis]. Michigan State University; 1948. [cited 2019 Mar 26]. Available from: http://etd.lib.msu.edu/islandora/object/etd:9500.

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

Council of Science Editors:

Enos DE. A problem study of soil-cement. [Thesis]. Michigan State University; 1948. Available from: http://etd.lib.msu.edu/islandora/object/etd:9500

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


University of Hong Kong

4. Zhang, Guanghui. Soil-water characteristics of sandy soil and soil cement with and without vegetation.

Degree: M. Phil., 2014, University of Hong Kong

The use of soil cement as a growth medium was examined in this study. During the monitoring, green soil cement revealed diverse ecological values. The… (more)

Subjects/Keywords: Soil moisture; Sandy soils; Soil cement

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APA (6th Edition):

Zhang, G. (2014). Soil-water characteristics of sandy soil and soil cement with and without vegetation. (Masters Thesis). University of Hong Kong. Retrieved from Zhang, G. [張廣輝]. (2014). Soil-water characteristics of sandy soil and soil cement with and without vegetation. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351048 ; http://dx.doi.org/10.5353/th_b5351048 ; http://hdl.handle.net/10722/208025

Chicago Manual of Style (16th Edition):

Zhang, Guanghui. “Soil-water characteristics of sandy soil and soil cement with and without vegetation.” 2014. Masters Thesis, University of Hong Kong. Accessed March 26, 2019. Zhang, G. [張廣輝]. (2014). Soil-water characteristics of sandy soil and soil cement with and without vegetation. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351048 ; http://dx.doi.org/10.5353/th_b5351048 ; http://hdl.handle.net/10722/208025.

MLA Handbook (7th Edition):

Zhang, Guanghui. “Soil-water characteristics of sandy soil and soil cement with and without vegetation.” 2014. Web. 26 Mar 2019.

Vancouver:

Zhang G. Soil-water characteristics of sandy soil and soil cement with and without vegetation. [Internet] [Masters thesis]. University of Hong Kong; 2014. [cited 2019 Mar 26]. Available from: Zhang, G. [張廣輝]. (2014). Soil-water characteristics of sandy soil and soil cement with and without vegetation. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351048 ; http://dx.doi.org/10.5353/th_b5351048 ; http://hdl.handle.net/10722/208025.

Council of Science Editors:

Zhang G. Soil-water characteristics of sandy soil and soil cement with and without vegetation. [Masters Thesis]. University of Hong Kong; 2014. Available from: Zhang, G. [張廣輝]. (2014). Soil-water characteristics of sandy soil and soil cement with and without vegetation. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351048 ; http://dx.doi.org/10.5353/th_b5351048 ; http://hdl.handle.net/10722/208025


Florida Atlantic University

5. 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 March 26, 2019. 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. 26 Mar 2019.

Vancouver:

Sarsour A. Time- stress-compressibility characteristics of cementitiously stabilized organic soils. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2019 Mar 26]. 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


University of Houston

6. Kheiri, Pooya. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 It is critical to ensure the durability of the oil and gas production infrastructures from borehole to pipelines. Rheology properties and hardening characteristics are some… (more)

Subjects/Keywords: Smart Cement- Oil Well Cement- Offshore Pipeline- Pipe Soil Interaction

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APA (6th Edition):

Kheiri, P. (2014). Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1912

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):

Kheiri, Pooya. “Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.” 2014. Thesis, University of Houston. Accessed March 26, 2019. http://hdl.handle.net/10657/1912.

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

MLA Handbook (7th Edition):

Kheiri, Pooya. “Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.” 2014. Web. 26 Mar 2019.

Vancouver:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10657/1912.

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

Council of Science Editors:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1912

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


University of British Columbia

7. Lewsley, Gregory. On the strength of saturated cement-treated soil reconstituted by wet-mixing .

Degree: 2008, University of British Columbia

 Cutter Soil Mixing (CSM) is a recently developed deep mixing technique that has grown to include the treatment of sandy and silty soils. This study… (more)

Subjects/Keywords: Cutter Soil Mixing; Water-cement ratio

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APA (6th Edition):

Lewsley, G. (2008). On the strength of saturated cement-treated soil reconstituted by wet-mixing . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/4175

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):

Lewsley, Gregory. “On the strength of saturated cement-treated soil reconstituted by wet-mixing .” 2008. Thesis, University of British Columbia. Accessed March 26, 2019. http://hdl.handle.net/2429/4175.

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

MLA Handbook (7th Edition):

Lewsley, Gregory. “On the strength of saturated cement-treated soil reconstituted by wet-mixing .” 2008. Web. 26 Mar 2019.

Vancouver:

Lewsley G. On the strength of saturated cement-treated soil reconstituted by wet-mixing . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/2429/4175.

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

Council of Science Editors:

Lewsley G. On the strength of saturated cement-treated soil reconstituted by wet-mixing . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/4175

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


Oregon State University

8. Huddleston, Ira J. Cement stabilization of poor quality national forest bedrock materials for road construction.

Degree: MS, Civil Engineering, 1978, Oregon State University

Subjects/Keywords: Roads; Soil-cement

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APA (6th Edition):

Huddleston, I. J. (1978). Cement stabilization of poor quality national forest bedrock materials for road construction. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/43741

Chicago Manual of Style (16th Edition):

Huddleston, Ira J. “Cement stabilization of poor quality national forest bedrock materials for road construction.” 1978. Masters Thesis, Oregon State University. Accessed March 26, 2019. http://hdl.handle.net/1957/43741.

MLA Handbook (7th Edition):

Huddleston, Ira J. “Cement stabilization of poor quality national forest bedrock materials for road construction.” 1978. Web. 26 Mar 2019.

Vancouver:

Huddleston IJ. Cement stabilization of poor quality national forest bedrock materials for road construction. [Internet] [Masters thesis]. Oregon State University; 1978. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/1957/43741.

Council of Science Editors:

Huddleston IJ. Cement stabilization of poor quality national forest bedrock materials for road construction. [Masters Thesis]. Oregon State University; 1978. Available from: http://hdl.handle.net/1957/43741

9. Szymkiewicz, Fabien. Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material.

Degree: Docteur es, Géotechnique, 2011, Université Paris-Est

Le Soil-Mixing consiste à traiter le sol avec un liant hydraulique en le mélangeant mécaniquement en place pour améliorer ses propriétés mécaniques. Son coté économique… (more)

Subjects/Keywords: Sol; Ciment; Résistance à la compression; Soil-Mixing; Soil; Cement; Unconfined compression strength; Soil-Mixing

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APA (6th Edition):

Szymkiewicz, F. (2011). Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2011PEST1120

Chicago Manual of Style (16th Edition):

Szymkiewicz, Fabien. “Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material.” 2011. Doctoral Dissertation, Université Paris-Est. Accessed March 26, 2019. http://www.theses.fr/2011PEST1120.

MLA Handbook (7th Edition):

Szymkiewicz, Fabien. “Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material.” 2011. Web. 26 Mar 2019.

Vancouver:

Szymkiewicz F. Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material. [Internet] [Doctoral dissertation]. Université Paris-Est; 2011. [cited 2019 Mar 26]. Available from: http://www.theses.fr/2011PEST1120.

Council of Science Editors:

Szymkiewicz F. Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material. [Doctoral Dissertation]. Université Paris-Est; 2011. Available from: http://www.theses.fr/2011PEST1120


University of Arizona

10. Reely, Blaine Theodore. EFFECTS OF FLYASH CONTENT ON STRENGTH AND DURABILITY CHARACTERISTICS OF PANTANO SOIL-CEMENT MIXES.

Degree: 1985, University of Arizona

Subjects/Keywords: Soil cement  – Additives.; Soil cement  – Fatigue.; Fly ash.; Cement  – Arizona  – Tucson.

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APA (6th Edition):

Reely, B. T. (1985). EFFECTS OF FLYASH CONTENT ON STRENGTH AND DURABILITY CHARACTERISTICS OF PANTANO SOIL-CEMENT MIXES. (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/275428

Chicago Manual of Style (16th Edition):

Reely, Blaine Theodore. “EFFECTS OF FLYASH CONTENT ON STRENGTH AND DURABILITY CHARACTERISTICS OF PANTANO SOIL-CEMENT MIXES. ” 1985. Masters Thesis, University of Arizona. Accessed March 26, 2019. http://hdl.handle.net/10150/275428.

MLA Handbook (7th Edition):

Reely, Blaine Theodore. “EFFECTS OF FLYASH CONTENT ON STRENGTH AND DURABILITY CHARACTERISTICS OF PANTANO SOIL-CEMENT MIXES. ” 1985. Web. 26 Mar 2019.

Vancouver:

Reely BT. EFFECTS OF FLYASH CONTENT ON STRENGTH AND DURABILITY CHARACTERISTICS OF PANTANO SOIL-CEMENT MIXES. [Internet] [Masters thesis]. University of Arizona; 1985. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10150/275428.

Council of Science Editors:

Reely BT. EFFECTS OF FLYASH CONTENT ON STRENGTH AND DURABILITY CHARACTERISTICS OF PANTANO SOIL-CEMENT MIXES. [Masters Thesis]. University of Arizona; 1985. Available from: http://hdl.handle.net/10150/275428


Iowa State University

11. Laguros, Joakim George. Effect of chemicals on soil-cement stabilization.

Degree: 1962, Iowa State University

Subjects/Keywords: Soil cement; Soil stabilization; Civil Engineering

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APA (6th Edition):

Laguros, J. G. (1962). Effect of chemicals on soil-cement stabilization. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/2061

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):

Laguros, Joakim George. “Effect of chemicals on soil-cement stabilization.” 1962. Thesis, Iowa State University. Accessed March 26, 2019. https://lib.dr.iastate.edu/rtd/2061.

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

MLA Handbook (7th Edition):

Laguros, Joakim George. “Effect of chemicals on soil-cement stabilization.” 1962. Web. 26 Mar 2019.

Vancouver:

Laguros JG. Effect of chemicals on soil-cement stabilization. [Internet] [Thesis]. Iowa State University; 1962. [cited 2019 Mar 26]. Available from: https://lib.dr.iastate.edu/rtd/2061.

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

Council of Science Editors:

Laguros JG. Effect of chemicals on soil-cement stabilization. [Thesis]. Iowa State University; 1962. Available from: https://lib.dr.iastate.edu/rtd/2061

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


University of Arizona

12. Al-Ghanem, Abdulhakim M. F. Factors affecting the strength characteristics of calcium-carbonate - cemented soils.

Degree: 1989, University of Arizona

 The factors which affect the engineering properties of calcium carbonate cemented soil are examined. The influence of calcium carbonate content, molding moisture content, and confining… (more)

Subjects/Keywords: Soil cement.; Calcium carbonate.; Soil mechanics.

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APA (6th Edition):

Al-Ghanem, A. M. F. (1989). Factors affecting the strength characteristics of calcium-carbonate - cemented soils. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/184645

Chicago Manual of Style (16th Edition):

Al-Ghanem, Abdulhakim M F. “Factors affecting the strength characteristics of calcium-carbonate - cemented soils. ” 1989. Doctoral Dissertation, University of Arizona. Accessed March 26, 2019. http://hdl.handle.net/10150/184645.

MLA Handbook (7th Edition):

Al-Ghanem, Abdulhakim M F. “Factors affecting the strength characteristics of calcium-carbonate - cemented soils. ” 1989. Web. 26 Mar 2019.

Vancouver:

Al-Ghanem AMF. Factors affecting the strength characteristics of calcium-carbonate - cemented soils. [Internet] [Doctoral dissertation]. University of Arizona; 1989. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10150/184645.

Council of Science Editors:

Al-Ghanem AMF. Factors affecting the strength characteristics of calcium-carbonate - cemented soils. [Doctoral Dissertation]. University of Arizona; 1989. Available from: http://hdl.handle.net/10150/184645

13. Sanbonsuge, Kendi. Comportamento mecânico e desempenho em campo de base de solo-cimento.

Degree: Mestrado, Engenharia de Transportes, 2012, University of São Paulo

A base de solo-cimento é um material de alta qualidade e durabilidade empregada na pavimentação rodoviária. Atualmente no Brasil, sua dosagem é realizada a partir… (more)

Subjects/Keywords: Comportamento mecânico; Mechanical behavior; Retração; Retraction; Soil-cement; Solo-cimento

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APA (6th Edition):

Sanbonsuge, K. (2012). Comportamento mecânico e desempenho em campo de base de solo-cimento. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-26072013-174100/ ;

Chicago Manual of Style (16th Edition):

Sanbonsuge, Kendi. “Comportamento mecânico e desempenho em campo de base de solo-cimento.” 2012. Masters Thesis, University of São Paulo. Accessed March 26, 2019. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-26072013-174100/ ;.

MLA Handbook (7th Edition):

Sanbonsuge, Kendi. “Comportamento mecânico e desempenho em campo de base de solo-cimento.” 2012. Web. 26 Mar 2019.

Vancouver:

Sanbonsuge K. Comportamento mecânico e desempenho em campo de base de solo-cimento. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2019 Mar 26]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-26072013-174100/ ;.

Council of Science Editors:

Sanbonsuge K. Comportamento mecânico e desempenho em campo de base de solo-cimento. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-26072013-174100/ ;


Dalhousie University

14. Jolous Jamshidi, Reza. EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING.

Degree: PhD, Department of Civil Engineering, 2014, Dalhousie University

 An extensive experimental study was performed to provide an insight on design and evaluation of cement-treated materials subjected to freeze/thaw (f/t) cycles. Poorly designed stabilized… (more)

Subjects/Keywords: Soil; Stabilization; Hydraulic conductivity; Compressive strength; Resonant frequency; Freeze; Thaw; Cement

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APA (6th Edition):

Jolous Jamshidi, R. (2014). EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING. (Doctoral Dissertation). Dalhousie University. Retrieved from http://hdl.handle.net/10222/54065

Chicago Manual of Style (16th Edition):

Jolous Jamshidi, Reza. “EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING.” 2014. Doctoral Dissertation, Dalhousie University. Accessed March 26, 2019. http://hdl.handle.net/10222/54065.

MLA Handbook (7th Edition):

Jolous Jamshidi, Reza. “EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING.” 2014. Web. 26 Mar 2019.

Vancouver:

Jolous Jamshidi R. EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING. [Internet] [Doctoral dissertation]. Dalhousie University; 2014. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10222/54065.

Council of Science Editors:

Jolous Jamshidi R. EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING. [Doctoral Dissertation]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/54065


Universidade do Rio Grande do Norte

15. Nascimento, Cláudio Mário. Estudo da fibra de coco como reforço em tijolo de solocimento .

Degree: 2011, Universidade do Rio Grande do Norte

 To take care of to the demand of the new constructions in the low income communities and to develop the production of a strengthened alternative… (more)

Subjects/Keywords: Fibra de coco; Reforço; solocimento; Fiber of coconut; Reinforcement; Soil-cement

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APA (6th Edition):

Nascimento, C. M. (2011). Estudo da fibra de coco como reforço em tijolo de solocimento . (Masters Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/15675

Chicago Manual of Style (16th Edition):

Nascimento, Cláudio Mário. “Estudo da fibra de coco como reforço em tijolo de solocimento .” 2011. Masters Thesis, Universidade do Rio Grande do Norte. Accessed March 26, 2019. http://repositorio.ufrn.br/handle/123456789/15675.

MLA Handbook (7th Edition):

Nascimento, Cláudio Mário. “Estudo da fibra de coco como reforço em tijolo de solocimento .” 2011. Web. 26 Mar 2019.

Vancouver:

Nascimento CM. Estudo da fibra de coco como reforço em tijolo de solocimento . [Internet] [Masters thesis]. Universidade do Rio Grande do Norte; 2011. [cited 2019 Mar 26]. Available from: http://repositorio.ufrn.br/handle/123456789/15675.

Council of Science Editors:

Nascimento CM. Estudo da fibra de coco como reforço em tijolo de solocimento . [Masters Thesis]. Universidade do Rio Grande do Norte; 2011. Available from: http://repositorio.ufrn.br/handle/123456789/15675


Universidade Federal de Mato Grosso do Sul

16. Barboza, Christian Souza. Avaliação fisico-mecânica do solo-cimento autoadensável para fabricação de paredes monolíticas .

Degree: 2014, Universidade Federal de Mato Grosso do Sul

 A crescente necessidade de moradia, decorrente de um crescimento demográfico positivo observado nas ultimas décadas, faz com que a engenharia civil se empenhe em buscar… (more)

Subjects/Keywords: Solo-cimento; Soil Cement; Solo - uso; Land Use; Construção Civil; Construction

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

APA (6th Edition):

Barboza, C. S. (2014). Avaliação fisico-mecânica do solo-cimento autoadensável para fabricação de paredes monolíticas . (Thesis). Universidade Federal de Mato Grosso do Sul. Retrieved from http://repositorio.cbc.ufms.br:8080/jspui/handle/123456789/2632

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):

Barboza, Christian Souza. “Avaliação fisico-mecânica do solo-cimento autoadensável para fabricação de paredes monolíticas .” 2014. Thesis, Universidade Federal de Mato Grosso do Sul. Accessed March 26, 2019. http://repositorio.cbc.ufms.br:8080/jspui/handle/123456789/2632.

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

MLA Handbook (7th Edition):

Barboza, Christian Souza. “Avaliação fisico-mecânica do solo-cimento autoadensável para fabricação de paredes monolíticas .” 2014. Web. 26 Mar 2019.

Vancouver:

Barboza CS. Avaliação fisico-mecânica do solo-cimento autoadensável para fabricação de paredes monolíticas . [Internet] [Thesis]. Universidade Federal de Mato Grosso do Sul; 2014. [cited 2019 Mar 26]. Available from: http://repositorio.cbc.ufms.br:8080/jspui/handle/123456789/2632.

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

Council of Science Editors:

Barboza CS. Avaliação fisico-mecânica do solo-cimento autoadensável para fabricação de paredes monolíticas . [Thesis]. Universidade Federal de Mato Grosso do Sul; 2014. Available from: http://repositorio.cbc.ufms.br:8080/jspui/handle/123456789/2632

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


Universidade do Rio Grande do Norte

17. Nascimento, Cláudio Mário. Estudo da fibra de coco como reforço em tijolo de solocimento .

Degree: 2011, Universidade do Rio Grande do Norte

 To take care of to the demand of the new constructions in the low income communities and to develop the production of a strengthened alternative… (more)

Subjects/Keywords: Fibra de coco; Reforço; solocimento; Fiber of coconut; Reinforcement; Soil-cement

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

APA (6th Edition):

Nascimento, C. M. (2011). Estudo da fibra de coco como reforço em tijolo de solocimento . (Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/15675

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):

Nascimento, Cláudio Mário. “Estudo da fibra de coco como reforço em tijolo de solocimento .” 2011. Thesis, Universidade do Rio Grande do Norte. Accessed March 26, 2019. http://repositorio.ufrn.br/handle/123456789/15675.

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

MLA Handbook (7th Edition):

Nascimento, Cláudio Mário. “Estudo da fibra de coco como reforço em tijolo de solocimento .” 2011. Web. 26 Mar 2019.

Vancouver:

Nascimento CM. Estudo da fibra de coco como reforço em tijolo de solocimento . [Internet] [Thesis]. Universidade do Rio Grande do Norte; 2011. [cited 2019 Mar 26]. Available from: http://repositorio.ufrn.br/handle/123456789/15675.

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

Council of Science Editors:

Nascimento CM. Estudo da fibra de coco como reforço em tijolo de solocimento . [Thesis]. Universidade do Rio Grande do Norte; 2011. Available from: http://repositorio.ufrn.br/handle/123456789/15675

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


University of Arizona

18. Treadwell, Donald Duncan, 1941-. A micro-study of Portland cement-treated kaolin .

Degree: 1966, University of Arizona

Subjects/Keywords: Soil stabilization.; Kaolin.; Portland cement.

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APA (6th Edition):

Treadwell, Donald Duncan, 1. (1966). A micro-study of Portland cement-treated kaolin . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/318516

Chicago Manual of Style (16th Edition):

Treadwell, Donald Duncan, 1941-. “A micro-study of Portland cement-treated kaolin .” 1966. Masters Thesis, University of Arizona. Accessed March 26, 2019. http://hdl.handle.net/10150/318516.

MLA Handbook (7th Edition):

Treadwell, Donald Duncan, 1941-. “A micro-study of Portland cement-treated kaolin .” 1966. Web. 26 Mar 2019.

Vancouver:

Treadwell, Donald Duncan 1. A micro-study of Portland cement-treated kaolin . [Internet] [Masters thesis]. University of Arizona; 1966. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10150/318516.

Council of Science Editors:

Treadwell, Donald Duncan 1. A micro-study of Portland cement-treated kaolin . [Masters Thesis]. University of Arizona; 1966. Available from: http://hdl.handle.net/10150/318516

19. Santos, Jorge Ribeiro. Estudos de formulação de solo‐cimento e solo‐cal e respectivas aplicações.

Degree: 2008, Instituto Politécnico do Porto

Este trabalho teve como objectivo descrever os aspectos mais relevantes, ligados ao tratamento de solos com cimento e ao melhoramento de solos com cal, com… (more)

Subjects/Keywords: Solo; Cimento; Cal; Formulação; Aplicação; Soil; Cement; Lime; Formulation; Application

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APA (6th Edition):

Santos, J. R. (2008). Estudos de formulação de solo‐cimento e solo‐cal e respectivas aplicações. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/3077

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):

Santos, Jorge Ribeiro. “Estudos de formulação de solo‐cimento e solo‐cal e respectivas aplicações.” 2008. Thesis, Instituto Politécnico do Porto. Accessed March 26, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/3077.

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

MLA Handbook (7th Edition):

Santos, Jorge Ribeiro. “Estudos de formulação de solo‐cimento e solo‐cal e respectivas aplicações.” 2008. Web. 26 Mar 2019.

Vancouver:

Santos JR. Estudos de formulação de solo‐cimento e solo‐cal e respectivas aplicações. [Internet] [Thesis]. Instituto Politécnico do Porto; 2008. [cited 2019 Mar 26]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/3077.

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

Council of Science Editors:

Santos JR. Estudos de formulação de solo‐cimento e solo‐cal e respectivas aplicações. [Thesis]. Instituto Politécnico do Porto; 2008. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/3077

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


University of Illinois – Chicago

20. Tennant, Adam G. Behavior of Cement-Stabilized Soil Block Masonry Under Flexure.

Degree: 2016, University of Illinois – Chicago

 A study of cement-stabilized soil block (CSSB) masonry under flexure was carried out using an experimental, practical, and a theoretical approach. Initially, some field work… (more)

Subjects/Keywords: Masonry; Flexure; Earthen Construction; Cement-Stabilized Soil Block; Finite element analysis

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APA (6th Edition):

Tennant, A. G. (2016). Behavior of Cement-Stabilized Soil Block Masonry Under Flexure. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20848

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):

Tennant, Adam G. “Behavior of Cement-Stabilized Soil Block Masonry Under Flexure.” 2016. Thesis, University of Illinois – Chicago. Accessed March 26, 2019. http://hdl.handle.net/10027/20848.

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

MLA Handbook (7th Edition):

Tennant, Adam G. “Behavior of Cement-Stabilized Soil Block Masonry Under Flexure.” 2016. Web. 26 Mar 2019.

Vancouver:

Tennant AG. Behavior of Cement-Stabilized Soil Block Masonry Under Flexure. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10027/20848.

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

Council of Science Editors:

Tennant AG. Behavior of Cement-Stabilized Soil Block Masonry Under Flexure. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20848

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


University of Newcastle

21. Pham, Van Ngoc. Durability of soil-cement columns in coastal areas.

Degree: MPhil, 2016, University of Newcastle

Masters Research - Master of Philosophy (MPhil)

Global warming and sea level rise have become major concerns of the modern world with the Intergovernmental Panel… (more)

Subjects/Keywords: soil-cement column; deterioration; needle penetration test; sulphate concentrations; deterioration depth

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APA (6th Edition):

Pham, V. N. (2016). Durability of soil-cement columns in coastal areas. (Masters Thesis). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1321915

Chicago Manual of Style (16th Edition):

Pham, Van Ngoc. “Durability of soil-cement columns in coastal areas.” 2016. Masters Thesis, University of Newcastle. Accessed March 26, 2019. http://hdl.handle.net/1959.13/1321915.

MLA Handbook (7th Edition):

Pham, Van Ngoc. “Durability of soil-cement columns in coastal areas.” 2016. Web. 26 Mar 2019.

Vancouver:

Pham VN. Durability of soil-cement columns in coastal areas. [Internet] [Masters thesis]. University of Newcastle; 2016. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/1959.13/1321915.

Council of Science Editors:

Pham VN. Durability of soil-cement columns in coastal areas. [Masters Thesis]. University of Newcastle; 2016. Available from: http://hdl.handle.net/1959.13/1321915


University of Arizona

22. BAGHDADI, ZAKI ABDULLAH. ACCELERATED STRENGTH TESTING OF SOIL-CEMENT.

Degree: 1982, University of Arizona

 This research was conducted to investigate the possibility of devising and utilizing an accelerated curing procedure in order to estimate the 7-day and 28-day normal… (more)

Subjects/Keywords: Soil cement  – Curing.; Curing.

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APA (6th Edition):

BAGHDADI, Z. A. (1982). ACCELERATED STRENGTH TESTING OF SOIL-CEMENT. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/187858

Chicago Manual of Style (16th Edition):

BAGHDADI, ZAKI ABDULLAH. “ACCELERATED STRENGTH TESTING OF SOIL-CEMENT. ” 1982. Doctoral Dissertation, University of Arizona. Accessed March 26, 2019. http://hdl.handle.net/10150/187858.

MLA Handbook (7th Edition):

BAGHDADI, ZAKI ABDULLAH. “ACCELERATED STRENGTH TESTING OF SOIL-CEMENT. ” 1982. Web. 26 Mar 2019.

Vancouver:

BAGHDADI ZA. ACCELERATED STRENGTH TESTING OF SOIL-CEMENT. [Internet] [Doctoral dissertation]. University of Arizona; 1982. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10150/187858.

Council of Science Editors:

BAGHDADI ZA. ACCELERATED STRENGTH TESTING OF SOIL-CEMENT. [Doctoral Dissertation]. University of Arizona; 1982. Available from: http://hdl.handle.net/10150/187858


Virginia Tech

23. Geiman, Christopher Matthew. STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA â PHASE I LABORATORY STUDY.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 Many pavement subgrades in Virginia consist of wet, highly plastic clay or other troublesome soils. Such soils can be treated with traditional lime and cement(more)

Subjects/Keywords: lime; soil stabilization; polymers; cement

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APA (6th Edition):

Geiman, C. M. (2005). STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA â PHASE I LABORATORY STUDY. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32499

Chicago Manual of Style (16th Edition):

Geiman, Christopher Matthew. “STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA â PHASE I LABORATORY STUDY.” 2005. Masters Thesis, Virginia Tech. Accessed March 26, 2019. http://hdl.handle.net/10919/32499.

MLA Handbook (7th Edition):

Geiman, Christopher Matthew. “STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA â PHASE I LABORATORY STUDY.” 2005. Web. 26 Mar 2019.

Vancouver:

Geiman CM. STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA â PHASE I LABORATORY STUDY. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10919/32499.

Council of Science Editors:

Geiman CM. STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA â PHASE I LABORATORY STUDY. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/32499


Virginia Tech

24. Nevarez Garibaldi, Roberto. Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing.

Degree: MS, Civil and Environmental Engineering, 2017, Virginia Tech

 A laboratory testing program was conducted on cement-treated soil mixtures fabricated to represent materials produced by the wet method of deep mixing. The testing program… (more)

Subjects/Keywords: Deep Mixing; Wet Method; Cement-treated soil properties; Testing conditions

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APA (6th Edition):

Nevarez Garibaldi, R. (2017). Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/88437

Chicago Manual of Style (16th Edition):

Nevarez Garibaldi, Roberto. “Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing.” 2017. Masters Thesis, Virginia Tech. Accessed March 26, 2019. http://hdl.handle.net/10919/88437.

MLA Handbook (7th Edition):

Nevarez Garibaldi, Roberto. “Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing.” 2017. Web. 26 Mar 2019.

Vancouver:

Nevarez Garibaldi R. Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/10919/88437.

Council of Science Editors:

Nevarez Garibaldi R. Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/88437


Brigham Young University

25. Dixon, Paul A. Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation.

Degree: MS, 2011, Brigham Young University

 Full-depth reclamation (FDR) in conjunction with cement stabilization is an established practice for rehabilitating deteriorating asphalt roads. Conventionally, FDR uses dry cement powder applied with… (more)

Subjects/Keywords: cement slurry; cement stabilization; cement-stabilized aggregate base; cement-treated aggregate base; cement-treated base (CTB); deep in-situ recycling; full-depth reclamation (FDR); reclaimed asphalt pavement (RAP); recycled asphalt pavement (RAP); soil-cement; Civil and Environmental Engineering

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APA (6th Edition):

Dixon, P. A. (2011). Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd

Chicago Manual of Style (16th Edition):

Dixon, Paul A. “Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation.” 2011. Masters Thesis, Brigham Young University. Accessed March 26, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd.

MLA Handbook (7th Edition):

Dixon, Paul A. “Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation.” 2011. Web. 26 Mar 2019.

Vancouver:

Dixon PA. Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2019 Mar 26]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd.

Council of Science Editors:

Dixon PA. Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3628&context=etd


Iowa State University

26. George, Kalankamary Pily. Base course mix design criteria for cement-treated loess.

Degree: 1963, Iowa State University

Subjects/Keywords: Soil stabilization; Soil cement; Loess; Soil engineering; Civil Engineering

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APA (6th Edition):

George, K. P. (1963). Base course mix design criteria for cement-treated loess. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/2961

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):

George, Kalankamary Pily. “Base course mix design criteria for cement-treated loess.” 1963. Thesis, Iowa State University. Accessed March 26, 2019. https://lib.dr.iastate.edu/rtd/2961.

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

MLA Handbook (7th Edition):

George, Kalankamary Pily. “Base course mix design criteria for cement-treated loess.” 1963. Web. 26 Mar 2019.

Vancouver:

George KP. Base course mix design criteria for cement-treated loess. [Internet] [Thesis]. Iowa State University; 1963. [cited 2019 Mar 26]. Available from: https://lib.dr.iastate.edu/rtd/2961.

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

Council of Science Editors:

George KP. Base course mix design criteria for cement-treated loess. [Thesis]. Iowa State University; 1963. Available from: https://lib.dr.iastate.edu/rtd/2961

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


Brno University of Technology

27. Havlík, Leoš. Studium cementářských bypassových odprašků .

Degree: 2017, Brno University of Technology

 CÍLEM PRÁCE JE STUDIUM CEMENTÁŘSKÝCH BYPASSOVÝCH ODPRAŠKŮ. PRÁCE JE ZALOŽENA NA TEORETICKÝCH PODKLADECH VZNIKU BYPASSOVÝCH ODPRAŠKŮ, JEJICH ZPŮSOBU ODTAHŮ V CEMENTÁRNÁCH ČESKÉ REPUBLIKY, A JEJICH… (more)

Subjects/Keywords: BYPASSOVÉ ODPRAŠKY; BYPASSOVÝ SYSTÉM; CHLORIDY; EXTRAKCE SOLÍ; CEMENT; BYPASS DUST; BYPASS SYSTEM; CHLORIDE; EXTRACTION OF SOIL; CEMENT

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APA (6th Edition):

Havlík, L. (2017). Studium cementářských bypassových odprašků . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68845

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):

Havlík, Leoš. “Studium cementářských bypassových odprašků .” 2017. Thesis, Brno University of Technology. Accessed March 26, 2019. http://hdl.handle.net/11012/68845.

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

MLA Handbook (7th Edition):

Havlík, Leoš. “Studium cementářských bypassových odprašků .” 2017. Web. 26 Mar 2019.

Vancouver:

Havlík L. Studium cementářských bypassových odprašků . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/11012/68845.

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

Council of Science Editors:

Havlík L. Studium cementářských bypassových odprašků . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/68845

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


Texas A&M University

28. Kim, Youngsoo. Tensile creep of soil-cement and its relationship to fatigue.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Soil cement - Creep.; Soil cement - Fatigue.; Pavements, Soil-cement.; Soil stabilization.

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APA (6th Edition):

Kim, Y. (2012). Tensile creep of soil-cement and its relationship to fatigue. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1985-THESIS-K49

Chicago Manual of Style (16th Edition):

Kim, Youngsoo. “Tensile creep of soil-cement and its relationship to fatigue.” 2012. Masters Thesis, Texas A&M University. Accessed March 26, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1985-THESIS-K49.

MLA Handbook (7th Edition):

Kim, Youngsoo. “Tensile creep of soil-cement and its relationship to fatigue.” 2012. Web. 26 Mar 2019.

Vancouver:

Kim Y. Tensile creep of soil-cement and its relationship to fatigue. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1985-THESIS-K49.

Council of Science Editors:

Kim Y. Tensile creep of soil-cement and its relationship to fatigue. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1985-THESIS-K49


Indian Institute of Science

29. Hanamasagar, Mahantesh M. Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth.

Degree: 2014, Indian Institute of Science

 Rammed earth is a monolithic construction formed by compacting processed soil in progressive layers. Rammed earth is used for the construction of load bearing walls,… (more)

Subjects/Keywords: Soil Behavior; Cement Stabilized Rammed Earth (CSRE); Soil Stabilization; Rammed Earth Stabilization; Soil Mechanics; Cement Stabilization; Rammed Earth Size Effects; Soil-Cement; Rammed Earth Fracture Behavior; Fracture Mechanics; Bazant's Size Effect Model; Digital Image Correlation (DIC); Civil Engineering

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

APA (6th Edition):

Hanamasagar, M. M. (2014). Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3043

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):

Hanamasagar, Mahantesh M. “Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth.” 2014. Thesis, Indian Institute of Science. Accessed March 26, 2019. http://hdl.handle.net/2005/3043.

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

MLA Handbook (7th Edition):

Hanamasagar, Mahantesh M. “Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth.” 2014. Web. 26 Mar 2019.

Vancouver:

Hanamasagar MM. Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth. [Internet] [Thesis]. Indian Institute of Science; 2014. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/2005/3043.

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

Council of Science Editors:

Hanamasagar MM. Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth. [Thesis]. Indian Institute of Science; 2014. Available from: http://hdl.handle.net/2005/3043

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


Indian Institute of Science

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

Degree: 2012, 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pratibha, R. (2012). Pozzolanic Additives To Control Dispersivity Of Soil. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2582

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):

Pratibha, R. “Pozzolanic Additives To Control Dispersivity Of Soil.” 2012. Thesis, Indian Institute of Science. Accessed March 26, 2019. http://hdl.handle.net/2005/2582.

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

MLA Handbook (7th Edition):

Pratibha, R. “Pozzolanic Additives To Control Dispersivity Of Soil.” 2012. Web. 26 Mar 2019.

Vancouver:

Pratibha R. Pozzolanic Additives To Control Dispersivity Of Soil. [Internet] [Thesis]. Indian Institute of Science; 2012. [cited 2019 Mar 26]. Available from: http://hdl.handle.net/2005/2582.

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

Council of Science Editors:

Pratibha R. Pozzolanic Additives To Control Dispersivity Of Soil. [Thesis]. Indian Institute of Science; 2012. Available from: http://hdl.handle.net/2005/2582

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

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