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You searched for +publisher:"University of Arizona" +contributor:("Zhang, Lianyang"). Showing records 1 – 22 of 22 total matches.

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University of Arizona

1. Sadat, Mohammad Rafat. Using Molecular Dynamics and Peridynamics Simulations to Better Understand Geopolymer .

Degree: 2017, University of Arizona

 Geopolymer is a novel cementitious material which can be a potential alternative to ordinary Portland cement (OPC) for all practical applications. However, until now research… (more)

Subjects/Keywords: Geopolymer; Molecular dynamics; Multiscale simulation; Peridynamics

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APA (6th Edition):

Sadat, M. R. (2017). Using Molecular Dynamics and Peridynamics Simulations to Better Understand Geopolymer . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/626361

Chicago Manual of Style (16th Edition):

Sadat, Mohammad Rafat. “Using Molecular Dynamics and Peridynamics Simulations to Better Understand Geopolymer .” 2017. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/626361.

MLA Handbook (7th Edition):

Sadat, Mohammad Rafat. “Using Molecular Dynamics and Peridynamics Simulations to Better Understand Geopolymer .” 2017. Web. 20 Nov 2019.

Vancouver:

Sadat MR. Using Molecular Dynamics and Peridynamics Simulations to Better Understand Geopolymer . [Internet] [Doctoral dissertation]. University of Arizona; 2017. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/626361.

Council of Science Editors:

Sadat MR. Using Molecular Dynamics and Peridynamics Simulations to Better Understand Geopolymer . [Doctoral Dissertation]. University of Arizona; 2017. Available from: http://hdl.handle.net/10150/626361


University of Arizona

2. Chen, Rui. Bio Stabilization for Geopolymer Enhancement and Mine Tailings Dust Control .

Degree: 2014, University of Arizona

 The first part of the thesis investigates the enhancement of fly ash-based geopolymer with alkali pretreated sweet sorghum fiber. The unconfined compression, splitting tensile and… (more)

Subjects/Keywords: bio stabilization; dust control; geopolymer; mine tailings; natural fiber; Civil Engineering; biopolymer

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APA (6th Edition):

Chen, R. (2014). Bio Stabilization for Geopolymer Enhancement and Mine Tailings Dust Control . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/319999

Chicago Manual of Style (16th Edition):

Chen, Rui. “Bio Stabilization for Geopolymer Enhancement and Mine Tailings Dust Control .” 2014. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/319999.

MLA Handbook (7th Edition):

Chen, Rui. “Bio Stabilization for Geopolymer Enhancement and Mine Tailings Dust Control .” 2014. Web. 20 Nov 2019.

Vancouver:

Chen R. Bio Stabilization for Geopolymer Enhancement and Mine Tailings Dust Control . [Internet] [Doctoral dissertation]. University of Arizona; 2014. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/319999.

Council of Science Editors:

Chen R. Bio Stabilization for Geopolymer Enhancement and Mine Tailings Dust Control . [Doctoral Dissertation]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/319999


University of Arizona

3. Ren, Xin. Complete Recycling and Utilization of Waste Concrete Through Geopolymerization .

Degree: 2015, University of Arizona

 This research investigates complete recycling and utilization of waste concrete to produce new structural concrete through geopolymerization. The investigation was conducted through both macro-and micro/nano-scale… (more)

Subjects/Keywords: Geopolymer; Molecular dynamics; Recycled aggregate; Unconfined compressive strength; Waste concrete; Civil Engineering; Fly ash

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APA (6th Edition):

Ren, X. (2015). Complete Recycling and Utilization of Waste Concrete Through Geopolymerization . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/577187

Chicago Manual of Style (16th Edition):

Ren, Xin. “Complete Recycling and Utilization of Waste Concrete Through Geopolymerization .” 2015. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/577187.

MLA Handbook (7th Edition):

Ren, Xin. “Complete Recycling and Utilization of Waste Concrete Through Geopolymerization .” 2015. Web. 20 Nov 2019.

Vancouver:

Ren X. Complete Recycling and Utilization of Waste Concrete Through Geopolymerization . [Internet] [Doctoral dissertation]. University of Arizona; 2015. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/577187.

Council of Science Editors:

Ren X. Complete Recycling and Utilization of Waste Concrete Through Geopolymerization . [Doctoral Dissertation]. University of Arizona; 2015. Available from: http://hdl.handle.net/10150/577187


University of Arizona

4. Shadnia, Rasoul. Green Geopolymer with Incorporated PCM for Energy Saving in Buildings .

Degree: 2016, University of Arizona

 This research studies the green geopolymer incorporated with phase change material (PCM) for energy saving in buildings. First class F fly ash (FA) based-geopolymer binder… (more)

Subjects/Keywords: Geopolymer binder; Geopolymer concrete; Geopolymer mortar; Numerical modeling; PCM; compressive strength

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APA (6th Edition):

Shadnia, R. (2016). Green Geopolymer with Incorporated PCM for Energy Saving in Buildings . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/622931

Chicago Manual of Style (16th Edition):

Shadnia, Rasoul. “Green Geopolymer with Incorporated PCM for Energy Saving in Buildings .” 2016. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/622931.

MLA Handbook (7th Edition):

Shadnia, Rasoul. “Green Geopolymer with Incorporated PCM for Energy Saving in Buildings .” 2016. Web. 20 Nov 2019.

Vancouver:

Shadnia R. Green Geopolymer with Incorporated PCM for Energy Saving in Buildings . [Internet] [Doctoral dissertation]. University of Arizona; 2016. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/622931.

Council of Science Editors:

Shadnia R. Green Geopolymer with Incorporated PCM for Energy Saving in Buildings . [Doctoral Dissertation]. University of Arizona; 2016. Available from: http://hdl.handle.net/10150/622931


University of Arizona

5. Rivers, Roger Troy. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .

Degree: 2014, University of Arizona

 The use of fiber reinforced polymers (FRP's) for structural repair or retrofit has increased significantly in the last decade, with adoption for civil infrastructure occurring… (more)

Subjects/Keywords: Carbon Fiber Reinforced Polymer; CFRP; Dowel; Splay; Tension; Civil Engineering; Anchor

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APA (6th Edition):

Rivers, R. T. (2014). Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/321612

Chicago Manual of Style (16th Edition):

Rivers, Roger Troy. “Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .” 2014. Masters Thesis, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/321612.

MLA Handbook (7th Edition):

Rivers, Roger Troy. “Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .” 2014. Web. 20 Nov 2019.

Vancouver:

Rivers RT. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . [Internet] [Masters thesis]. University of Arizona; 2014. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/321612.

Council of Science Editors:

Rivers RT. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . [Masters Thesis]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/321612


University of Arizona

6. Miller, Tri Huu. NONDESTRUCTIVE INSPECTION OF CORROSION AND DELAMINATION AT THE CONCRETE-STEEL REINFORCEMENT INTERFACE .

Degree: 2010, University of Arizona

 The proposed study explores the feasibility of detecting and quantifying corrosion and delamination (physical separation) at the interface between reinforcing steel bars and concrete using… (more)

Subjects/Keywords: Corrosion; Delamination; Non-Destructive Inspection; Reinforced Concrete; Reinforcement; Structure Health Monitoring

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APA (6th Edition):

Miller, T. H. (2010). NONDESTRUCTIVE INSPECTION OF CORROSION AND DELAMINATION AT THE CONCRETE-STEEL REINFORCEMENT INTERFACE . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/194077

Chicago Manual of Style (16th Edition):

Miller, Tri Huu. “NONDESTRUCTIVE INSPECTION OF CORROSION AND DELAMINATION AT THE CONCRETE-STEEL REINFORCEMENT INTERFACE .” 2010. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/194077.

MLA Handbook (7th Edition):

Miller, Tri Huu. “NONDESTRUCTIVE INSPECTION OF CORROSION AND DELAMINATION AT THE CONCRETE-STEEL REINFORCEMENT INTERFACE .” 2010. Web. 20 Nov 2019.

Vancouver:

Miller TH. NONDESTRUCTIVE INSPECTION OF CORROSION AND DELAMINATION AT THE CONCRETE-STEEL REINFORCEMENT INTERFACE . [Internet] [Doctoral dissertation]. University of Arizona; 2010. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/194077.

Council of Science Editors:

Miller TH. NONDESTRUCTIVE INSPECTION OF CORROSION AND DELAMINATION AT THE CONCRETE-STEEL REINFORCEMENT INTERFACE . [Doctoral Dissertation]. University of Arizona; 2010. Available from: http://hdl.handle.net/10150/194077


University of Arizona

7. Roth, Karen. Time-Dependent Rock Failure at Kartchner Caverns, Arizona .

Degree: 2016, University of Arizona

 Assessing long-term rock stability is an important aspect in the analysis of slopes, dam and bridge foundations, and other infrastructure. Rock behavior over tens to… (more)

Subjects/Keywords: fracture mechanics; karst; rockfall; rock mechanics; subcritical crack growth; Mining Geological & Geophysical Engineering; finite element analysis

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APA (6th Edition):

Roth, K. (2016). Time-Dependent Rock Failure at Kartchner Caverns, Arizona . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/613408

Chicago Manual of Style (16th Edition):

Roth, Karen. “Time-Dependent Rock Failure at Kartchner Caverns, Arizona .” 2016. Masters Thesis, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/613408.

MLA Handbook (7th Edition):

Roth, Karen. “Time-Dependent Rock Failure at Kartchner Caverns, Arizona .” 2016. Web. 20 Nov 2019.

Vancouver:

Roth K. Time-Dependent Rock Failure at Kartchner Caverns, Arizona . [Internet] [Masters thesis]. University of Arizona; 2016. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/613408.

Council of Science Editors:

Roth K. Time-Dependent Rock Failure at Kartchner Caverns, Arizona . [Masters Thesis]. University of Arizona; 2016. Available from: http://hdl.handle.net/10150/613408


University of Arizona

8. Toufigh, Vahid. Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve .

Degree: 2013, University of Arizona

 The goal of this research is to investigate the behavior of polymer concrete confined with a carbon fiber sleeve used as a pile foundation. To… (more)

Subjects/Keywords: Cement Concrete; Direct Shear Test; Interface; Pile Foundation; Polymer Concrete; Civil Engineering; Carbon Fiber Sleeve

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APA (6th Edition):

Toufigh, V. (2013). Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/293492

Chicago Manual of Style (16th Edition):

Toufigh, Vahid. “Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve .” 2013. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/293492.

MLA Handbook (7th Edition):

Toufigh, Vahid. “Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve .” 2013. Web. 20 Nov 2019.

Vancouver:

Toufigh V. Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve . [Internet] [Doctoral dissertation]. University of Arizona; 2013. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/293492.

Council of Science Editors:

Toufigh V. Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve . [Doctoral Dissertation]. University of Arizona; 2013. Available from: http://hdl.handle.net/10150/293492


University of Arizona

9. Ureel, Scott Daniel. Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications .

Degree: 2014, University of Arizona

 Slope stability plays an important role in rock engineering. During the design, construction and post design phases of rock slope stability, engineers and geologists need… (more)

Subjects/Keywords: Mining Geological & Geophysical Engineering; Rock Mass; Rock Orientation; Slope Modeling; Slope Monitoring; Slope Stability; Rock Abrasion

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APA (6th Edition):

Ureel, S. D. (2014). Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/325211

Chicago Manual of Style (16th Edition):

Ureel, Scott Daniel. “Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications .” 2014. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/325211.

MLA Handbook (7th Edition):

Ureel, Scott Daniel. “Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications .” 2014. Web. 20 Nov 2019.

Vancouver:

Ureel SD. Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications . [Internet] [Doctoral dissertation]. University of Arizona; 2014. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/325211.

Council of Science Editors:

Ureel SD. Concepts Used to Analyze and Determine Rock Slope Stability for Mining & Civil Engineering Applications . [Doctoral Dissertation]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/325211


University of Arizona

10. Leyland, Robert Clive. Factors Affecting The Durability Of Basic Igneous Rocks As High Quality Base Course Aggregates, An Investigation Of The Karoo Dolerite Suite Of South Africa .

Degree: 2014, University of Arizona

 Covering approximately (57%) of the country's surface area the main basin of the geology of the Karoo Supergroup in South Africa has an important influence… (more)

Subjects/Keywords: Dolerite; Durability; Karoo; Mining Geological & Geophysical Engineering; Aggregate

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APA (6th Edition):

Leyland, R. C. (2014). Factors Affecting The Durability Of Basic Igneous Rocks As High Quality Base Course Aggregates, An Investigation Of The Karoo Dolerite Suite Of South Africa . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/332762

Chicago Manual of Style (16th Edition):

Leyland, Robert Clive. “Factors Affecting The Durability Of Basic Igneous Rocks As High Quality Base Course Aggregates, An Investigation Of The Karoo Dolerite Suite Of South Africa .” 2014. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/332762.

MLA Handbook (7th Edition):

Leyland, Robert Clive. “Factors Affecting The Durability Of Basic Igneous Rocks As High Quality Base Course Aggregates, An Investigation Of The Karoo Dolerite Suite Of South Africa .” 2014. Web. 20 Nov 2019.

Vancouver:

Leyland RC. Factors Affecting The Durability Of Basic Igneous Rocks As High Quality Base Course Aggregates, An Investigation Of The Karoo Dolerite Suite Of South Africa . [Internet] [Doctoral dissertation]. University of Arizona; 2014. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/332762.

Council of Science Editors:

Leyland RC. Factors Affecting The Durability Of Basic Igneous Rocks As High Quality Base Course Aggregates, An Investigation Of The Karoo Dolerite Suite Of South Africa . [Doctoral Dissertation]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/332762


University of Arizona

11. Amjad, Umar. Multi-Component Structural Health Assessment Using Guided Acoustic Waves .

Degree: 2014, University of Arizona

 In this dissertation different structural materials (aluminum and steel) with different geometrical shapes (plates, pipes and bars) are studied for damage detection with guided waves.… (more)

Subjects/Keywords: Guided waves; NDT; SHM; Signal Processing; TOF; Civil Engineering; Dispersion curves

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APA (6th Edition):

Amjad, U. (2014). Multi-Component Structural Health Assessment Using Guided Acoustic Waves . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/344230

Chicago Manual of Style (16th Edition):

Amjad, Umar. “Multi-Component Structural Health Assessment Using Guided Acoustic Waves .” 2014. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/344230.

MLA Handbook (7th Edition):

Amjad, Umar. “Multi-Component Structural Health Assessment Using Guided Acoustic Waves .” 2014. Web. 20 Nov 2019.

Vancouver:

Amjad U. Multi-Component Structural Health Assessment Using Guided Acoustic Waves . [Internet] [Doctoral dissertation]. University of Arizona; 2014. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/344230.

Council of Science Editors:

Amjad U. Multi-Component Structural Health Assessment Using Guided Acoustic Waves . [Doctoral Dissertation]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/344230


University of Arizona

12. Al-Hussein, Abdullah Abdulamir. A Novel Technique for Structural Health Assessment in the Presence of Nonlinearity .

Degree: 2015, University of Arizona

 A novel structural health assessment (SHA) technique is proposed. It is a finite element-based time domain nonlinear system identification technique. The procedure is developed in… (more)

Subjects/Keywords: Extended Kalman filter; Nonlinear system identification; Structural health assessment; Unknown input; Unscented Kalman filter; Civil Engineering; Damage detection

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APA (6th Edition):

Al-Hussein, A. A. (2015). A Novel Technique for Structural Health Assessment in the Presence of Nonlinearity . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/578896

Chicago Manual of Style (16th Edition):

Al-Hussein, Abdullah Abdulamir. “A Novel Technique for Structural Health Assessment in the Presence of Nonlinearity .” 2015. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/578896.

MLA Handbook (7th Edition):

Al-Hussein, Abdullah Abdulamir. “A Novel Technique for Structural Health Assessment in the Presence of Nonlinearity .” 2015. Web. 20 Nov 2019.

Vancouver:

Al-Hussein AA. A Novel Technique for Structural Health Assessment in the Presence of Nonlinearity . [Internet] [Doctoral dissertation]. University of Arizona; 2015. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/578896.

Council of Science Editors:

Al-Hussein AA. A Novel Technique for Structural Health Assessment in the Presence of Nonlinearity . [Doctoral Dissertation]. University of Arizona; 2015. Available from: http://hdl.handle.net/10150/578896


University of Arizona

13. Azizsoltani, Hamoon. Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems .

Degree: 2017, University of Arizona

 A novel concept of multiple deterministic analyses is proposed to design safer and more damage-tolerant structures, particularly when excited by dynamic including seismic loading in… (more)

Subjects/Keywords: advanced factorial design; implicit limit state function; Kriging method; Monte Carlo Simulation; reliability evaluation; response surface method

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APA (6th Edition):

Azizsoltani, H. (2017). Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/624545

Chicago Manual of Style (16th Edition):

Azizsoltani, Hamoon. “Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems .” 2017. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/624545.

MLA Handbook (7th Edition):

Azizsoltani, Hamoon. “Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems .” 2017. Web. 20 Nov 2019.

Vancouver:

Azizsoltani H. Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems . [Internet] [Doctoral dissertation]. University of Arizona; 2017. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/624545.

Council of Science Editors:

Azizsoltani H. Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems . [Doctoral Dissertation]. University of Arizona; 2017. Available from: http://hdl.handle.net/10150/624545


University of Arizona

14. Manjarrez Montano, Lino Francisco. Utilization of Copper Mine Tailings as Road Construction Materials through Geopolymerization .

Degree: 2018, University of Arizona

 This research studies the feasibility of using copper mine tailings (MT) as an alternative road construction material through geopolymerization. First, an extensive literature review on… (more)

Subjects/Keywords: Compressive strength; Geopolymer; Mine tailings; Road construction materials; SEM/EDS analysis; Slag

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APA (6th Edition):

Manjarrez Montano, L. F. (2018). Utilization of Copper Mine Tailings as Road Construction Materials through Geopolymerization . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/631338

Chicago Manual of Style (16th Edition):

Manjarrez Montano, Lino Francisco. “Utilization of Copper Mine Tailings as Road Construction Materials through Geopolymerization .” 2018. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/631338.

MLA Handbook (7th Edition):

Manjarrez Montano, Lino Francisco. “Utilization of Copper Mine Tailings as Road Construction Materials through Geopolymerization .” 2018. Web. 20 Nov 2019.

Vancouver:

Manjarrez Montano LF. Utilization of Copper Mine Tailings as Road Construction Materials through Geopolymerization . [Internet] [Doctoral dissertation]. University of Arizona; 2018. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/631338.

Council of Science Editors:

Manjarrez Montano LF. Utilization of Copper Mine Tailings as Road Construction Materials through Geopolymerization . [Doctoral Dissertation]. University of Arizona; 2018. Available from: http://hdl.handle.net/10150/631338


University of Arizona

15. Zhang, Shiyan. Numerical Study of Sediment Transport under Unsteady Flow .

Degree: 2011, University of Arizona

 Numerical model for simulating sediment transport in unsteady flow is incomplete in several aspects: first of all, the numerical schemes have been proved suitable for… (more)

Subjects/Keywords: numerical scheme; sediment transport; unsteady flow; Civil Engineering; adaptation length; non-equilibrium transport

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APA (6th Edition):

Zhang, S. (2011). Numerical Study of Sediment Transport under Unsteady Flow . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/202536

Chicago Manual of Style (16th Edition):

Zhang, Shiyan. “Numerical Study of Sediment Transport under Unsteady Flow .” 2011. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/202536.

MLA Handbook (7th Edition):

Zhang, Shiyan. “Numerical Study of Sediment Transport under Unsteady Flow .” 2011. Web. 20 Nov 2019.

Vancouver:

Zhang S. Numerical Study of Sediment Transport under Unsteady Flow . [Internet] [Doctoral dissertation]. University of Arizona; 2011. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/202536.

Council of Science Editors:

Zhang S. Numerical Study of Sediment Transport under Unsteady Flow . [Doctoral Dissertation]. University of Arizona; 2011. Available from: http://hdl.handle.net/10150/202536


University of Arizona

16. Kabiri Rahani, Ehsan. Modeling of Ultrasonic and Terahertz Radiations in Defective Tiles for Condition Monitoring of Thermal Protection Systems .

Degree: 2011, University of Arizona

 Condition based monitoring of Thermal Protection Systems (TPS) is necessary for safe operations of space shuttles. In the current research Terahertz radiation (T-ray) has been… (more)

Subjects/Keywords: Mechanical damage; Terahertz technology; TPS; Ultrasonics; Engineering Mechanics; DPSM modeling; Heat induced damage

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APA (6th Edition):

Kabiri Rahani, E. (2011). Modeling of Ultrasonic and Terahertz Radiations in Defective Tiles for Condition Monitoring of Thermal Protection Systems . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/203011

Chicago Manual of Style (16th Edition):

Kabiri Rahani, Ehsan. “Modeling of Ultrasonic and Terahertz Radiations in Defective Tiles for Condition Monitoring of Thermal Protection Systems .” 2011. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/203011.

MLA Handbook (7th Edition):

Kabiri Rahani, Ehsan. “Modeling of Ultrasonic and Terahertz Radiations in Defective Tiles for Condition Monitoring of Thermal Protection Systems .” 2011. Web. 20 Nov 2019.

Vancouver:

Kabiri Rahani E. Modeling of Ultrasonic and Terahertz Radiations in Defective Tiles for Condition Monitoring of Thermal Protection Systems . [Internet] [Doctoral dissertation]. University of Arizona; 2011. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/203011.

Council of Science Editors:

Kabiri Rahani E. Modeling of Ultrasonic and Terahertz Radiations in Defective Tiles for Condition Monitoring of Thermal Protection Systems . [Doctoral Dissertation]. University of Arizona; 2011. Available from: http://hdl.handle.net/10150/203011


University of Arizona

17. Hajzargarbashi, Talieh. Ultrasonic Non-Destructive Evaluation: Impact Point Prediction and Simulation of Ultrasonic Fields .

Degree: 2011, University of Arizona

 This work has two parts. The first part of the work (in Chapters II, III, IV and V) presents a method for locating the point… (more)

Subjects/Keywords: Engineering Mechanics; Non-Destructive Evaluation; Ultrasonic

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APA (6th Edition):

Hajzargarbashi, T. (2011). Ultrasonic Non-Destructive Evaluation: Impact Point Prediction and Simulation of Ultrasonic Fields . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/203430

Chicago Manual of Style (16th Edition):

Hajzargarbashi, Talieh. “Ultrasonic Non-Destructive Evaluation: Impact Point Prediction and Simulation of Ultrasonic Fields .” 2011. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/203430.

MLA Handbook (7th Edition):

Hajzargarbashi, Talieh. “Ultrasonic Non-Destructive Evaluation: Impact Point Prediction and Simulation of Ultrasonic Fields .” 2011. Web. 20 Nov 2019.

Vancouver:

Hajzargarbashi T. Ultrasonic Non-Destructive Evaluation: Impact Point Prediction and Simulation of Ultrasonic Fields . [Internet] [Doctoral dissertation]. University of Arizona; 2011. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/203430.

Council of Science Editors:

Hajzargarbashi T. Ultrasonic Non-Destructive Evaluation: Impact Point Prediction and Simulation of Ultrasonic Fields . [Doctoral Dissertation]. University of Arizona; 2011. Available from: http://hdl.handle.net/10150/203430


University of Arizona

18. Toufigh, Vahab. Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement .

Degree: 2012, University of Arizona

 The main weakness of soil is its inability to resist tensile stresses. Civil engineers have been trying to address this problem for decades. To increase… (more)

Subjects/Keywords: Geosynthetics; Interactions; Interfaces; Soil-structure; Civil Engineering; Constitutive Models; Fiber reinforced Polymer

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APA (6th Edition):

Toufigh, V. (2012). Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/255167

Chicago Manual of Style (16th Edition):

Toufigh, Vahab. “Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement .” 2012. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/255167.

MLA Handbook (7th Edition):

Toufigh, Vahab. “Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement .” 2012. Web. 20 Nov 2019.

Vancouver:

Toufigh V. Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement . [Internet] [Doctoral dissertation]. University of Arizona; 2012. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/255167.

Council of Science Editors:

Toufigh V. Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement . [Doctoral Dissertation]. University of Arizona; 2012. Available from: http://hdl.handle.net/10150/255167

19. Ding, Xiaobin. Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior .

Degree: 2013, University of Arizona

 This research consists of two main parts: development of a rock expert system (RES) as an easy-to-use and effective tool for evaluating rock properties, and… (more)

Subjects/Keywords: Fracture propagation; Model scale; Particle flow code; Rock expert system; UCS/T ratio; Civil Engineering; Contact model

University of Arizona Graduate College’s Manual for Theses and Dissertations and includes two… …and Muni Budhu Department of Civil Engineering and Engineering Mechanics, University of… …Arizona, Tucson, Arizona, USA * Corresponding author: Tel.: 1 520 6260532; fax: 1 520 6212550… 

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APA (6th Edition):

Ding, X. (2013). Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/293428

Chicago Manual of Style (16th Edition):

Ding, Xiaobin. “Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior .” 2013. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/293428.

MLA Handbook (7th Edition):

Ding, Xiaobin. “Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior .” 2013. Web. 20 Nov 2019.

Vancouver:

Ding X. Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior . [Internet] [Doctoral dissertation]. University of Arizona; 2013. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/293428.

Council of Science Editors:

Ding X. Development of a Rock Expert System (RES) for Evaluating Rock Property Values and Utilization of Three Dimensional Particle Flow Code (PFC3D) to Investigate Rock Behavior . [Doctoral Dissertation]. University of Arizona; 2013. Available from: http://hdl.handle.net/10150/293428

20. Ahmari, Saeed. Recycling and Reuse of Wastes as Construction Material through Geopolymerization .

Degree: 2012, University of Arizona

 Storage of mine tailings and waste concrete imposes economical and environmental impacts. Researchers have attempted to reuse wastes as construction material by utilizing ordinary Portland… (more)

Subjects/Keywords: mine tailings; waste concrete; micro/nano-scale properties; Civil Engineering; geopolymer; macro-scale behavior

…Dissertation Layout This dissertation is organized following the University of Arizona Graduate… …Engineering and Engineering Mechanics, University of Arizona, Tucson, Arizona, USA 2 Department of… …Mining and Geological Engineering, University of Arizona, Tucson, Arizona, USA * Corresponding… 

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APA (6th Edition):

Ahmari, S. (2012). Recycling and Reuse of Wastes as Construction Material through Geopolymerization . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/223338

Chicago Manual of Style (16th Edition):

Ahmari, Saeed. “Recycling and Reuse of Wastes as Construction Material through Geopolymerization .” 2012. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/223338.

MLA Handbook (7th Edition):

Ahmari, Saeed. “Recycling and Reuse of Wastes as Construction Material through Geopolymerization .” 2012. Web. 20 Nov 2019.

Vancouver:

Ahmari S. Recycling and Reuse of Wastes as Construction Material through Geopolymerization . [Internet] [Doctoral dissertation]. University of Arizona; 2012. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/223338.

Council of Science Editors:

Ahmari S. Recycling and Reuse of Wastes as Construction Material through Geopolymerization . [Doctoral Dissertation]. University of Arizona; 2012. Available from: http://hdl.handle.net/10150/223338

21. Adiyaman, Ibrahim Bahadir. Land Subsidence and Earth Fissures Due to Groundwater Pumping .

Degree: 2012, University of Arizona

 In this research, the fundamental mechanics for the changes in stresses and strains states due to groundwater pumping is formulated. This was accomplished by developing… (more)

Subjects/Keywords: Groundwater Pumping; InSAR; Land Subsidence; Civil Engineering; Earth Fissures; Finite Element

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APA (6th Edition):

Adiyaman, I. B. (2012). Land Subsidence and Earth Fissures Due to Groundwater Pumping . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/255159

Chicago Manual of Style (16th Edition):

Adiyaman, Ibrahim Bahadir. “Land Subsidence and Earth Fissures Due to Groundwater Pumping .” 2012. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/255159.

MLA Handbook (7th Edition):

Adiyaman, Ibrahim Bahadir. “Land Subsidence and Earth Fissures Due to Groundwater Pumping .” 2012. Web. 20 Nov 2019.

Vancouver:

Adiyaman IB. Land Subsidence and Earth Fissures Due to Groundwater Pumping . [Internet] [Doctoral dissertation]. University of Arizona; 2012. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/255159.

Council of Science Editors:

Adiyaman IB. Land Subsidence and Earth Fissures Due to Groundwater Pumping . [Doctoral Dissertation]. University of Arizona; 2012. Available from: http://hdl.handle.net/10150/255159

22. Al-Younis, Mohamad Jawad K. Essa. Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media .

Degree: 2013, University of Arizona

 Pile foundations that support offshore structures are required to resist not only static loading, but also dynamic loading from waves, wind and earthquakes. The purpose… (more)

Subjects/Keywords: interface; liquefaction; pile; porous media; soil-structure interaction; Civil Engineering; constitutive relations

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

APA (6th Edition):

Al-Younis, M. J. K. E. (2013). Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/283608

Chicago Manual of Style (16th Edition):

Al-Younis, Mohamad Jawad K Essa. “Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media .” 2013. Doctoral Dissertation, University of Arizona. Accessed November 20, 2019. http://hdl.handle.net/10150/283608.

MLA Handbook (7th Edition):

Al-Younis, Mohamad Jawad K Essa. “Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media .” 2013. Web. 20 Nov 2019.

Vancouver:

Al-Younis MJKE. Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media . [Internet] [Doctoral dissertation]. University of Arizona; 2013. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/10150/283608.

Council of Science Editors:

Al-Younis MJKE. Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media . [Doctoral Dissertation]. University of Arizona; 2013. Available from: http://hdl.handle.net/10150/283608

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