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You searched for subject:(unsaturated conditions). Showing records 1 – 9 of 9 total matches.

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Texas A&M University

1. Xie, Xie. Modeling and Optimization of the Cooling Tower under Unsaturated Outlet Air Conditions.

Degree: MS, Mechanical Engineering, 2016, Texas A&M University

 This thesis presents a comprehensive methodology for engineers and plant managers to use for optimizing the combined chiller power and cooling tower fan power for… (more)

Subjects/Keywords: Cooling Tower; Optimization; Unsaturated Air Conditions

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APA (6th Edition):

Xie, X. (2016). Modeling and Optimization of the Cooling Tower under Unsaturated Outlet Air Conditions. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158118

Chicago Manual of Style (16th Edition):

Xie, Xie. “Modeling and Optimization of the Cooling Tower under Unsaturated Outlet Air Conditions.” 2016. Masters Thesis, Texas A&M University. Accessed April 02, 2020. http://hdl.handle.net/1969.1/158118.

MLA Handbook (7th Edition):

Xie, Xie. “Modeling and Optimization of the Cooling Tower under Unsaturated Outlet Air Conditions.” 2016. Web. 02 Apr 2020.

Vancouver:

Xie X. Modeling and Optimization of the Cooling Tower under Unsaturated Outlet Air Conditions. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1969.1/158118.

Council of Science Editors:

Xie X. Modeling and Optimization of the Cooling Tower under Unsaturated Outlet Air Conditions. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158118


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

2. Chatzigogos, Nikolaos - Panagiotis. Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών.

Degree: 2015, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Residual soils are formed from the in situ weathering of rocks, they constitute a big class of soils and their mechanical behavior differs significantly from… (more)

Subjects/Keywords: Υπολειμματικά εδάφη; Ακόρεστες συνθήκες; Μηχανισμοί αστοχίας πρανών; Ανάλυση ευστάθειας πρανών; Residual soils; Unsaturated conditions; Slope failure mechanisms; Slope stability analysis

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APA (6th Edition):

Chatzigogos, N. -. P. (2015). Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/35760

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):

Chatzigogos, Nikolaos - Panagiotis. “Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών.” 2015. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed April 02, 2020. http://hdl.handle.net/10442/hedi/35760.

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

MLA Handbook (7th Edition):

Chatzigogos, Nikolaos - Panagiotis. “Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών.” 2015. Web. 02 Apr 2020.

Vancouver:

Chatzigogos N-P. Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2015. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10442/hedi/35760.

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

Council of Science Editors:

Chatzigogos N-P. Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2015. Available from: http://hdl.handle.net/10442/hedi/35760

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

3. Orlando, Patrícia Del Gaudio. Avaliação experimental da interação solo coesivo-fita polimérica sob condições de teor de umidade variáveis.

Degree: Mestrado, Engenharia Geotécnica, 2015, University of São Paulo

Em geral, as recomendações normativas sugerem a utilização de materiais granulares para a construção de estruturas em solo reforçado, principalmente devido à sua elevada resistência… (more)

Subjects/Keywords: Cohesive soil; Condição não saturada; Geossintéticos; Geosynthetic strap; Interface shear strength; Reinforced soil structures; Resistência de interface; Solo reforçado; Solos coesivos; Unsaturated conditions

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APA (6th Edition):

Orlando, P. D. G. (2015). Avaliação experimental da interação solo coesivo-fita polimérica sob condições de teor de umidade variáveis. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-10112015-113843/ ;

Chicago Manual of Style (16th Edition):

Orlando, Patrícia Del Gaudio. “Avaliação experimental da interação solo coesivo-fita polimérica sob condições de teor de umidade variáveis.” 2015. Masters Thesis, University of São Paulo. Accessed April 02, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-10112015-113843/ ;.

MLA Handbook (7th Edition):

Orlando, Patrícia Del Gaudio. “Avaliação experimental da interação solo coesivo-fita polimérica sob condições de teor de umidade variáveis.” 2015. Web. 02 Apr 2020.

Vancouver:

Orlando PDG. Avaliação experimental da interação solo coesivo-fita polimérica sob condições de teor de umidade variáveis. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2020 Apr 02]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-10112015-113843/ ;.

Council of Science Editors:

Orlando PDG. Avaliação experimental da interação solo coesivo-fita polimérica sob condições de teor de umidade variáveis. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-10112015-113843/ ;


University of Saskatchewan

4. Jogi, Manoj. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.

Degree: 2005, University of Saskatchewan

 Geomembranes are one of the most widely used geosynthetics in various civil engineering applications. Their primary function is as a barrier to liquid or vapour… (more)

Subjects/Keywords: surface roughness; interface shear strength; pore-water pressure; unsaturated conditions; geomembrane

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APA (6th Edition):

Jogi, M. (2005). A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12122005-150824

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):

Jogi, Manoj. “A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.” 2005. Thesis, University of Saskatchewan. Accessed April 02, 2020. http://hdl.handle.net/10388/etd-12122005-150824.

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

MLA Handbook (7th Edition):

Jogi, Manoj. “A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions.” 2005. Web. 02 Apr 2020.

Vancouver:

Jogi M. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10388/etd-12122005-150824.

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

Council of Science Editors:

Jogi M. A method for measuring smooth geomembrane/soil interface shear behaviour under unsaturated conditions. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-12122005-150824

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

5. Michel, Julien. Transport d'hydrocarbures aromatiques polycycliques et de métaux dans les sols non saturés : Polycyclic aromatic hydrocarbon (PAH) and heavy metal transport in unsaturated soils.

Degree: Docteur es, Génie des procédés et des produits, 2009, Lorraine INP

Ce travail visait à évaluer le transport d’hydrocarbures aromatiques polycycliques (HAP) et de métaux dans des sols multi pollués, en s’intéressant plus particulièrement au couplage… (more)

Subjects/Keywords: Sol; Transport; Sorption/désorption; Colonne; Lysimètre; Ecoulements saturés et non saturés; Métaux; HAP; Soil; Saturated and unsaturated flow conditions; Sorption/desorption; Migration; Column; Lysimeter; PAH; Heavy metals

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APA (6th Edition):

Michel, J. (2009). Transport d'hydrocarbures aromatiques polycycliques et de métaux dans les sols non saturés : Polycyclic aromatic hydrocarbon (PAH) and heavy metal transport in unsaturated soils. (Doctoral Dissertation). Lorraine INP. Retrieved from http://www.theses.fr/2009INPL058N

Chicago Manual of Style (16th Edition):

Michel, Julien. “Transport d'hydrocarbures aromatiques polycycliques et de métaux dans les sols non saturés : Polycyclic aromatic hydrocarbon (PAH) and heavy metal transport in unsaturated soils.” 2009. Doctoral Dissertation, Lorraine INP. Accessed April 02, 2020. http://www.theses.fr/2009INPL058N.

MLA Handbook (7th Edition):

Michel, Julien. “Transport d'hydrocarbures aromatiques polycycliques et de métaux dans les sols non saturés : Polycyclic aromatic hydrocarbon (PAH) and heavy metal transport in unsaturated soils.” 2009. Web. 02 Apr 2020.

Vancouver:

Michel J. Transport d'hydrocarbures aromatiques polycycliques et de métaux dans les sols non saturés : Polycyclic aromatic hydrocarbon (PAH) and heavy metal transport in unsaturated soils. [Internet] [Doctoral dissertation]. Lorraine INP; 2009. [cited 2020 Apr 02]. Available from: http://www.theses.fr/2009INPL058N.

Council of Science Editors:

Michel J. Transport d'hydrocarbures aromatiques polycycliques et de métaux dans les sols non saturés : Polycyclic aromatic hydrocarbon (PAH) and heavy metal transport in unsaturated soils. [Doctoral Dissertation]. Lorraine INP; 2009. Available from: http://www.theses.fr/2009INPL058N


University of Florida

6. Nemer, Bassel. Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2008, University of Florida

 The horizontal and vertical conductivities (K) of soil layers are factors of great importance for many engineering developments, including pond and dam design, drainage, soil… (more)

Subjects/Keywords: Anisotropy; Aquifers; Barrels; Boundary conditions; Conductivity; Hydraulic conductivity; Screening tests; Soils; Stream functions; Unsaturated soils

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APA (6th Edition):

Nemer, B. (2008). Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0023532

Chicago Manual of Style (16th Edition):

Nemer, Bassel. “Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions.” 2008. Doctoral Dissertation, University of Florida. Accessed April 02, 2020. http://ufdc.ufl.edu/UFE0023532.

MLA Handbook (7th Edition):

Nemer, Bassel. “Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions.” 2008. Web. 02 Apr 2020.

Vancouver:

Nemer B. Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions. [Internet] [Doctoral dissertation]. University of Florida; 2008. [cited 2020 Apr 02]. Available from: http://ufdc.ufl.edu/UFE0023532.

Council of Science Editors:

Nemer B. Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions. [Doctoral Dissertation]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0023532


Universidade do Minho

7. Martins, João Paulo. Compaction and its influence on the structural behaviour of high speed railways .

Degree: 2011, Universidade do Minho

 Important aspects that govern railway embankments, namely, high–speed railways are, on one hand, the strict requirements during construction (material quality, state parameters and mechanical properties… (more)

Subjects/Keywords: Compaction conditions; Moisture content; Mechanical behaviour; Modulus; Stiffness; Strength; Unsaturated state; Full scale trial; In–ground strain and dynamic response; Condições de compactação; Teor em água; Comportamento mecânico; Módulo; Rigidez; Rresistência; Estado não saturado; Aterro experimental; Resposta dinâmica e deformação em profundidade

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APA (6th Edition):

Martins, J. P. (2011). Compaction and its influence on the structural behaviour of high speed railways . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/19685

Chicago Manual of Style (16th Edition):

Martins, João Paulo. “Compaction and its influence on the structural behaviour of high speed railways .” 2011. Doctoral Dissertation, Universidade do Minho. Accessed April 02, 2020. http://hdl.handle.net/1822/19685.

MLA Handbook (7th Edition):

Martins, João Paulo. “Compaction and its influence on the structural behaviour of high speed railways .” 2011. Web. 02 Apr 2020.

Vancouver:

Martins JP. Compaction and its influence on the structural behaviour of high speed railways . [Internet] [Doctoral dissertation]. Universidade do Minho; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1822/19685.

Council of Science Editors:

Martins JP. Compaction and its influence on the structural behaviour of high speed railways . [Doctoral Dissertation]. Universidade do Minho; 2011. Available from: http://hdl.handle.net/1822/19685


Texas A&M University

8. Zhang, Xiong. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.

Degree: 2005, Texas A&M University

 The coupled and uncoupled consolidation theories for saturated-unsaturated soils have been discussed. A new method for constructing the constitutive surfaces for saturated-unsaturated soils has been… (more)

Subjects/Keywords: consolidation; Unsaturated Soils; Numerical Simulation; Residential Buildings; Expansive Soils; constitutive surfaces; thermodynamic analogue; collapsible soils; Mandel-Cryer effect; boundary conditions; soil-structure interaction; shell elements; smeared model

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APA (6th Edition):

Zhang, X. (2005). Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2747

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):

Zhang, Xiong. “Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.” 2005. Thesis, Texas A&M University. Accessed April 02, 2020. http://hdl.handle.net/1969.1/2747.

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

MLA Handbook (7th Edition):

Zhang, Xiong. “Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.” 2005. Web. 02 Apr 2020.

Vancouver:

Zhang X. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1969.1/2747.

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

Council of Science Editors:

Zhang X. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2747

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

9. Abdul-Hussain, Najlaa. Experimental Study on the Engineering Properties of Gelfill .

Degree: 2011, University of Ottawa

 Gelfill (GF) is made of tailings, water, binder and chemical additives (Fillset, sodium silicate gel). The components of GF are combined and mixed on the… (more)

Subjects/Keywords: unsaturated hydraulic properties; Gelfill; mechanical properties; microstructural properties; tailings; thermal properties; cemented paste backfill; column; coupled thermo-hydro-mechanical (THM) behaviour; air-entry value; residual water content; water retention curve; hydraulic properties; drained and undrained conditions; binder hydration; sodium silicate; suction

…123 Chapter Four - Technical Paper II- Unsaturated Hydraulic Properties of Gelfill…124 4.1… …137 4.3.2 Unsaturated hydraulic conductivity… …166 Fig. 4.16 Unsaturated hydraulic conductivity of GF vs. suction for various binder… …170 Fig. 4.17 Unsaturated hydraulic conductivity of GF vs. suction for various degree of… …183 Fig.5.2 Set-up of columns (drained, and undrained, conditions)… 

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APA (6th Edition):

Abdul-Hussain, N. (2011). Experimental Study on the Engineering Properties of Gelfill . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/19852

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):

Abdul-Hussain, Najlaa. “Experimental Study on the Engineering Properties of Gelfill .” 2011. Thesis, University of Ottawa. Accessed April 02, 2020. http://hdl.handle.net/10393/19852.

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

MLA Handbook (7th Edition):

Abdul-Hussain, Najlaa. “Experimental Study on the Engineering Properties of Gelfill .” 2011. Web. 02 Apr 2020.

Vancouver:

Abdul-Hussain N. Experimental Study on the Engineering Properties of Gelfill . [Internet] [Thesis]. University of Ottawa; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10393/19852.

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

Council of Science Editors:

Abdul-Hussain N. Experimental Study on the Engineering Properties of Gelfill . [Thesis]. University of Ottawa; 2011. Available from: http://hdl.handle.net/10393/19852

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

.