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You searched for +publisher:"University of Oklahoma" +contributor:("Miller, Gerald"). Showing records 1 – 24 of 24 total matches.

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University of Oklahoma

1. Hou, Lili. Quantifying the Impact of Experimental Factors on the Measurement of Dynamic Capillary Effects in Unsaturated Porous Media.

Degree: PhD, 2014, University of Oklahoma

 Multiphase flow is an important phenomenon in many natural and engineering systems; for example, oil recovery and water movement in the unsaturated zone are two… (more)

Subjects/Keywords: Hydrology.; Engineering, Environmental.; Agriculture, Soil Science.

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APA (6th Edition):

Hou, L. (2014). Quantifying the Impact of Experimental Factors on the Measurement of Dynamic Capillary Effects in Unsaturated Porous Media. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/13630

Chicago Manual of Style (16th Edition):

Hou, Lili. “Quantifying the Impact of Experimental Factors on the Measurement of Dynamic Capillary Effects in Unsaturated Porous Media.” 2014. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/13630.

MLA Handbook (7th Edition):

Hou, Lili. “Quantifying the Impact of Experimental Factors on the Measurement of Dynamic Capillary Effects in Unsaturated Porous Media.” 2014. Web. 15 Apr 2021.

Vancouver:

Hou L. Quantifying the Impact of Experimental Factors on the Measurement of Dynamic Capillary Effects in Unsaturated Porous Media. [Internet] [Doctoral dissertation]. University of Oklahoma; 2014. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/13630.

Council of Science Editors:

Hou L. Quantifying the Impact of Experimental Factors on the Measurement of Dynamic Capillary Effects in Unsaturated Porous Media. [Doctoral Dissertation]. University of Oklahoma; 2014. Available from: http://hdl.handle.net/11244/13630


University of Oklahoma

2. ESMAILI, DANIAL. A STUDY ON UNSATURATED SOIL-GEOTEXTILE INTERFACE STRENGTH USING MULTI-SCALE LABORATORY TESTS.

Degree: PhD, 2014, University of Oklahoma

 The performance of marginal soils and their interface with geosynthetic reinforcement can be complex under construction or service loading conditions and may include excessive deformations… (more)

Subjects/Keywords: UNSATURATED SOIL; MOISTURE REDUCTION FACTOR; REINFORCED SOIL STRUCTURE

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APA (6th Edition):

ESMAILI, D. (2014). A STUDY ON UNSATURATED SOIL-GEOTEXTILE INTERFACE STRENGTH USING MULTI-SCALE LABORATORY TESTS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/13643

Chicago Manual of Style (16th Edition):

ESMAILI, DANIAL. “A STUDY ON UNSATURATED SOIL-GEOTEXTILE INTERFACE STRENGTH USING MULTI-SCALE LABORATORY TESTS.” 2014. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/13643.

MLA Handbook (7th Edition):

ESMAILI, DANIAL. “A STUDY ON UNSATURATED SOIL-GEOTEXTILE INTERFACE STRENGTH USING MULTI-SCALE LABORATORY TESTS.” 2014. Web. 15 Apr 2021.

Vancouver:

ESMAILI D. A STUDY ON UNSATURATED SOIL-GEOTEXTILE INTERFACE STRENGTH USING MULTI-SCALE LABORATORY TESTS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2014. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/13643.

Council of Science Editors:

ESMAILI D. A STUDY ON UNSATURATED SOIL-GEOTEXTILE INTERFACE STRENGTH USING MULTI-SCALE LABORATORY TESTS. [Doctoral Dissertation]. University of Oklahoma; 2014. Available from: http://hdl.handle.net/11244/13643


University of Oklahoma

3. Adegbule, Aderonke. The Effects of Evaporation and Capillary Forces on Fluid Motion, Solute Transport, and Water Content From the Grain Scale to the Continuum Scale in Unsaturated Porous Media.

Degree: PhD, 2019, University of Oklahoma

 This work aimed to explore how fluid motion, solute transport, and water content are influenced by evaporation and capillary forces in unsaturated porous media, across… (more)

Subjects/Keywords: Porous media; Evaporation; Precipitation; Wicking

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APA (6th Edition):

Adegbule, A. (2019). The Effects of Evaporation and Capillary Forces on Fluid Motion, Solute Transport, and Water Content From the Grain Scale to the Continuum Scale in Unsaturated Porous Media. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/321508

Chicago Manual of Style (16th Edition):

Adegbule, Aderonke. “The Effects of Evaporation and Capillary Forces on Fluid Motion, Solute Transport, and Water Content From the Grain Scale to the Continuum Scale in Unsaturated Porous Media.” 2019. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/321508.

MLA Handbook (7th Edition):

Adegbule, Aderonke. “The Effects of Evaporation and Capillary Forces on Fluid Motion, Solute Transport, and Water Content From the Grain Scale to the Continuum Scale in Unsaturated Porous Media.” 2019. Web. 15 Apr 2021.

Vancouver:

Adegbule A. The Effects of Evaporation and Capillary Forces on Fluid Motion, Solute Transport, and Water Content From the Grain Scale to the Continuum Scale in Unsaturated Porous Media. [Internet] [Doctoral dissertation]. University of Oklahoma; 2019. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/321508.

Council of Science Editors:

Adegbule A. The Effects of Evaporation and Capillary Forces on Fluid Motion, Solute Transport, and Water Content From the Grain Scale to the Continuum Scale in Unsaturated Porous Media. [Doctoral Dissertation]. University of Oklahoma; 2019. Available from: http://hdl.handle.net/11244/321508


University of Oklahoma

4. Dutnell, Russell. INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA.

Degree: PhD, 2015, University of Oklahoma

 As human population continues to rise, an ever increasing burden is being placed on earth’s water resources. Between 1950 and 2010, the world’s population increased… (more)

Subjects/Keywords: Engineering, Civil.; Engineering, Environmental.

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APA (6th Edition):

Dutnell, R. (2015). INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/14578

Chicago Manual of Style (16th Edition):

Dutnell, Russell. “INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/14578.

MLA Handbook (7th Edition):

Dutnell, Russell. “INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA.” 2015. Web. 15 Apr 2021.

Vancouver:

Dutnell R. INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/14578.

Council of Science Editors:

Dutnell R. INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/14578


University of Oklahoma

5. Taghavi, Amirata. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.

Degree: PhD, 2015, University of Oklahoma

 In the design of pile foundations subjected to lateral loading, one of the objectives is to restrict the lateral displacements. Improving the soil surrounding the… (more)

Subjects/Keywords: Geotechnical Engineering; Earthquake Engineering; Pile Groups; Ground Improvement; Soft Clay; Soil-Structure Interaction

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APA (6th Edition):

Taghavi, A. (2015). SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23316

Chicago Manual of Style (16th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/23316.

MLA Handbook (7th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Web. 15 Apr 2021.

Vancouver:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/23316.

Council of Science Editors:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23316


University of Oklahoma

6. Kamali, Amirhossein. THREE-DIMENSIONAL MODELING OF HYDRAULIC AND NATURAL FRACTURE INTERACTIONS AND ITS APPLICATIONS IN RESERVOIR STIMULATION.

Degree: PhD, 2020, University of Oklahoma

 The ultralow permeability of the unconventional and geothermal reservoirs can be increased for economic production by hydraulic fracturing. Natural fractures and other discontinuities are inseparable… (more)

Subjects/Keywords: Hydraulic Fracturing; Natural Fracture; Displacement Discontinuity; Reservoir Stimulation; 3D HF-NF Interaction; Fracture Coalescence; DFIT

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APA (6th Edition):

Kamali, A. (2020). THREE-DIMENSIONAL MODELING OF HYDRAULIC AND NATURAL FRACTURE INTERACTIONS AND ITS APPLICATIONS IN RESERVOIR STIMULATION. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/324146

Chicago Manual of Style (16th Edition):

Kamali, Amirhossein. “THREE-DIMENSIONAL MODELING OF HYDRAULIC AND NATURAL FRACTURE INTERACTIONS AND ITS APPLICATIONS IN RESERVOIR STIMULATION.” 2020. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/324146.

MLA Handbook (7th Edition):

Kamali, Amirhossein. “THREE-DIMENSIONAL MODELING OF HYDRAULIC AND NATURAL FRACTURE INTERACTIONS AND ITS APPLICATIONS IN RESERVOIR STIMULATION.” 2020. Web. 15 Apr 2021.

Vancouver:

Kamali A. THREE-DIMENSIONAL MODELING OF HYDRAULIC AND NATURAL FRACTURE INTERACTIONS AND ITS APPLICATIONS IN RESERVOIR STIMULATION. [Internet] [Doctoral dissertation]. University of Oklahoma; 2020. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/324146.

Council of Science Editors:

Kamali A. THREE-DIMENSIONAL MODELING OF HYDRAULIC AND NATURAL FRACTURE INTERACTIONS AND ITS APPLICATIONS IN RESERVOIR STIMULATION. [Doctoral Dissertation]. University of Oklahoma; 2020. Available from: http://hdl.handle.net/11244/324146


University of Oklahoma

7. Ghabchi, Rouzbeh. Laboratory Characterization of Recycled and Warm Mix Asphalt for Enhanced Pavement Applications.

Degree: PhD, 2014, University of Oklahoma

 Hot-mix asphalt (HMA) is the most widely used paving material in the U.S. Over the past two decades, many transportation agencies, asphalt producers, and pavement… (more)

Subjects/Keywords: Engineering; Civil.

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APA (6th Edition):

Ghabchi, R. (2014). Laboratory Characterization of Recycled and Warm Mix Asphalt for Enhanced Pavement Applications. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/10328

Chicago Manual of Style (16th Edition):

Ghabchi, Rouzbeh. “Laboratory Characterization of Recycled and Warm Mix Asphalt for Enhanced Pavement Applications.” 2014. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/10328.

MLA Handbook (7th Edition):

Ghabchi, Rouzbeh. “Laboratory Characterization of Recycled and Warm Mix Asphalt for Enhanced Pavement Applications.” 2014. Web. 15 Apr 2021.

Vancouver:

Ghabchi R. Laboratory Characterization of Recycled and Warm Mix Asphalt for Enhanced Pavement Applications. [Internet] [Doctoral dissertation]. University of Oklahoma; 2014. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/10328.

Council of Science Editors:

Ghabchi R. Laboratory Characterization of Recycled and Warm Mix Asphalt for Enhanced Pavement Applications. [Doctoral Dissertation]. University of Oklahoma; 2014. Available from: http://hdl.handle.net/11244/10328


University of Oklahoma

8. Yazdani, Hessam. LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS.

Degree: PhD, 2015, University of Oklahoma

 Structural health monitoring (SHM) and performance assessment are increasingly integrated to modern civil engineering projects in order to prevent and mitigate their catastrophic premature failures.… (more)

Subjects/Keywords: Health monitoring; Performance monitoring; Geosynthetics; Geogrids; Smart materials; Nanocomposites; Polymer composites

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APA (6th Edition):

Yazdani, H. (2015). LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23312

Chicago Manual of Style (16th Edition):

Yazdani, Hessam. “LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/23312.

MLA Handbook (7th Edition):

Yazdani, Hessam. “LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS.” 2015. Web. 15 Apr 2021.

Vancouver:

Yazdani H. LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/23312.

Council of Science Editors:

Yazdani H. LABORATORY DEVELOPMENT AND MOLECULAR-SCALE SIMULATION OF SENSOR-ENABLED GEOGRIDS. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23312


University of Oklahoma

9. Hossain, Nur. MECHANISTIC INPUT PARAMETERS AND MODEL CALIBRATION FOR DESIGN AND PERFORMANCE EVALUATION OF FLEXIBLE PAVEMENTS IN OKLAHOMA.

Degree: PhD, 2017, University of Oklahoma

 The Mechanistic-Empirical Pavement Design Guide (MEPDG) – a product of research and experience involving more than 20 years of traffic, climate and materials data from… (more)

Subjects/Keywords: Pavement; MEPDG; Forensic; Calibrations

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APA (6th Edition):

Hossain, N. (2017). MECHANISTIC INPUT PARAMETERS AND MODEL CALIBRATION FOR DESIGN AND PERFORMANCE EVALUATION OF FLEXIBLE PAVEMENTS IN OKLAHOMA. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/52384

Chicago Manual of Style (16th Edition):

Hossain, Nur. “MECHANISTIC INPUT PARAMETERS AND MODEL CALIBRATION FOR DESIGN AND PERFORMANCE EVALUATION OF FLEXIBLE PAVEMENTS IN OKLAHOMA.” 2017. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/52384.

MLA Handbook (7th Edition):

Hossain, Nur. “MECHANISTIC INPUT PARAMETERS AND MODEL CALIBRATION FOR DESIGN AND PERFORMANCE EVALUATION OF FLEXIBLE PAVEMENTS IN OKLAHOMA.” 2017. Web. 15 Apr 2021.

Vancouver:

Hossain N. MECHANISTIC INPUT PARAMETERS AND MODEL CALIBRATION FOR DESIGN AND PERFORMANCE EVALUATION OF FLEXIBLE PAVEMENTS IN OKLAHOMA. [Internet] [Doctoral dissertation]. University of Oklahoma; 2017. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/52384.

Council of Science Editors:

Hossain N. MECHANISTIC INPUT PARAMETERS AND MODEL CALIBRATION FOR DESIGN AND PERFORMANCE EVALUATION OF FLEXIBLE PAVEMENTS IN OKLAHOMA. [Doctoral Dissertation]. University of Oklahoma; 2017. Available from: http://hdl.handle.net/11244/52384


University of Oklahoma

10. Nazari, Moeen. Laboratory and Field Assessment of Chemically-Stabilized Subgrade Moduli under Compressive and Flexural Loading.

Degree: PhD, 2016, University of Oklahoma

 The design and quality of the chemically-stabilized subgrade (CSS) layer have a vital role in the overall performance of the asphalt pavement. Uniform compaction of… (more)

Subjects/Keywords: Subgrade Stabilization; Intelligent Compaction of Stabilized Subgrade; Flexural Fatigue of Stabilized Subgrade; Consideration of Flexural Properties of Stabilized Subgrade in Mechanistic-Empirical Design of Pavements

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APA (6th Edition):

Nazari, M. (2016). Laboratory and Field Assessment of Chemically-Stabilized Subgrade Moduli under Compressive and Flexural Loading. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/47056

Chicago Manual of Style (16th Edition):

Nazari, Moeen. “Laboratory and Field Assessment of Chemically-Stabilized Subgrade Moduli under Compressive and Flexural Loading.” 2016. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/47056.

MLA Handbook (7th Edition):

Nazari, Moeen. “Laboratory and Field Assessment of Chemically-Stabilized Subgrade Moduli under Compressive and Flexural Loading.” 2016. Web. 15 Apr 2021.

Vancouver:

Nazari M. Laboratory and Field Assessment of Chemically-Stabilized Subgrade Moduli under Compressive and Flexural Loading. [Internet] [Doctoral dissertation]. University of Oklahoma; 2016. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/47056.

Council of Science Editors:

Nazari M. Laboratory and Field Assessment of Chemically-Stabilized Subgrade Moduli under Compressive and Flexural Loading. [Doctoral Dissertation]. University of Oklahoma; 2016. Available from: http://hdl.handle.net/11244/47056


University of Oklahoma

11. shahbazi, maryam. Seismic Analysis of Single and Grouped Helical Piles in Dense Sand with Soil-Structure Interaction.

Degree: PhD, 2020, University of Oklahoma

 The successful performance of helical piles under many loading conditions, specifically earthquake motions, make them very popular. Nevertheless, only a few, limited, realistic and quantitative… (more)

Subjects/Keywords: Seismic analysis of piles; Soil-pile-structure interaction; Fragility curves and seismic risk assessment; Deep foundations: single and grouped helical pile

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APA (6th Edition):

shahbazi, m. (2020). Seismic Analysis of Single and Grouped Helical Piles in Dense Sand with Soil-Structure Interaction. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/324170

Chicago Manual of Style (16th Edition):

shahbazi, maryam. “Seismic Analysis of Single and Grouped Helical Piles in Dense Sand with Soil-Structure Interaction.” 2020. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/324170.

MLA Handbook (7th Edition):

shahbazi, maryam. “Seismic Analysis of Single and Grouped Helical Piles in Dense Sand with Soil-Structure Interaction.” 2020. Web. 15 Apr 2021.

Vancouver:

shahbazi m. Seismic Analysis of Single and Grouped Helical Piles in Dense Sand with Soil-Structure Interaction. [Internet] [Doctoral dissertation]. University of Oklahoma; 2020. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/324170.

Council of Science Editors:

shahbazi m. Seismic Analysis of Single and Grouped Helical Piles in Dense Sand with Soil-Structure Interaction. [Doctoral Dissertation]. University of Oklahoma; 2020. Available from: http://hdl.handle.net/11244/324170


University of Oklahoma

12. Quiroga, Allison. A bounding surface model for cyclic response of cement-improved clays.

Degree: PhD, 2018, University of Oklahoma

 The use of chemical stabilization of soft soils to achieve increased strength and decreased compressibility for subgrade and site improvement applications is a well-documented and… (more)

Subjects/Keywords: soil mechanics; constitutive model; cement-mixed clay; cyclic; Engineering, Civil.

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APA (6th Edition):

Quiroga, A. (2018). A bounding surface model for cyclic response of cement-improved clays. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/299821

Chicago Manual of Style (16th Edition):

Quiroga, Allison. “A bounding surface model for cyclic response of cement-improved clays.” 2018. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/299821.

MLA Handbook (7th Edition):

Quiroga, Allison. “A bounding surface model for cyclic response of cement-improved clays.” 2018. Web. 15 Apr 2021.

Vancouver:

Quiroga A. A bounding surface model for cyclic response of cement-improved clays. [Internet] [Doctoral dissertation]. University of Oklahoma; 2018. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/299821.

Council of Science Editors:

Quiroga A. A bounding surface model for cyclic response of cement-improved clays. [Doctoral Dissertation]. University of Oklahoma; 2018. Available from: http://hdl.handle.net/11244/299821


University of Oklahoma

13. Hassanikhah, Arash. IMPACT OF MOISTURE CHANGES IN UNSATURATED SOIL ENGINEERING APPLICATIONS.

Degree: PhD, 2016, University of Oklahoma

 The mechanical and hydraulic properties of soil above the groundwater table change due to unsaturated conditions. While common, considering soil to be saturated as a… (more)

Subjects/Keywords: Slope stability and seepage analyses of a cracked slope; Unsaturated clayey soil-geomembranes interface; Unsaturated soil-pile interaction in Integral Abutment Bridges

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APA (6th Edition):

Hassanikhah, A. (2016). IMPACT OF MOISTURE CHANGES IN UNSATURATED SOIL ENGINEERING APPLICATIONS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/47088

Chicago Manual of Style (16th Edition):

Hassanikhah, Arash. “IMPACT OF MOISTURE CHANGES IN UNSATURATED SOIL ENGINEERING APPLICATIONS.” 2016. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/47088.

MLA Handbook (7th Edition):

Hassanikhah, Arash. “IMPACT OF MOISTURE CHANGES IN UNSATURATED SOIL ENGINEERING APPLICATIONS.” 2016. Web. 15 Apr 2021.

Vancouver:

Hassanikhah A. IMPACT OF MOISTURE CHANGES IN UNSATURATED SOIL ENGINEERING APPLICATIONS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2016. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/47088.

Council of Science Editors:

Hassanikhah A. IMPACT OF MOISTURE CHANGES IN UNSATURATED SOIL ENGINEERING APPLICATIONS. [Doctoral Dissertation]. University of Oklahoma; 2016. Available from: http://hdl.handle.net/11244/47088


University of Oklahoma

14. Soltani, Hoda. Development of Soil-Pile Interaction Models in Improved Soils Using Centrifuge Test Data and System Identification Methods.

Degree: PhD, 2016, University of Oklahoma

 Documented distresses in pile foundations in soft soils during past earthquakes have shown that piles founded in soft soils undergo large lateral deformations during seismic… (more)

Subjects/Keywords: Pile Foundations; Soil Improvement; Modal Analysis; Hysteresis; Lateral Loads

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APA (6th Edition):

Soltani, H. (2016). Development of Soil-Pile Interaction Models in Improved Soils Using Centrifuge Test Data and System Identification Methods. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/34641

Chicago Manual of Style (16th Edition):

Soltani, Hoda. “Development of Soil-Pile Interaction Models in Improved Soils Using Centrifuge Test Data and System Identification Methods.” 2016. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/34641.

MLA Handbook (7th Edition):

Soltani, Hoda. “Development of Soil-Pile Interaction Models in Improved Soils Using Centrifuge Test Data and System Identification Methods.” 2016. Web. 15 Apr 2021.

Vancouver:

Soltani H. Development of Soil-Pile Interaction Models in Improved Soils Using Centrifuge Test Data and System Identification Methods. [Internet] [Doctoral dissertation]. University of Oklahoma; 2016. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/34641.

Council of Science Editors:

Soltani H. Development of Soil-Pile Interaction Models in Improved Soils Using Centrifuge Test Data and System Identification Methods. [Doctoral Dissertation]. University of Oklahoma; 2016. Available from: http://hdl.handle.net/11244/34641


University of Oklahoma

15. Bounds, Tommy. Lateral deformation of bridge embankments supported on soft soils.

Degree: PhD, 2020, University of Oklahoma

 Excessive bridge embankment deformation, namely in the lateral direction, continues to damage bridges leading to costly repairs or early replacement. The lateral deformation of bridge… (more)

Subjects/Keywords: Engineering, Civil.; Bridge Embankment Movement; Lateral Squeeze; Bounding Surface Plasticity Model; Plaxis; Embankment Lateral Deformation

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APA (6th Edition):

Bounds, T. (2020). Lateral deformation of bridge embankments supported on soft soils. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/326654

Chicago Manual of Style (16th Edition):

Bounds, Tommy. “Lateral deformation of bridge embankments supported on soft soils.” 2020. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/326654.

MLA Handbook (7th Edition):

Bounds, Tommy. “Lateral deformation of bridge embankments supported on soft soils.” 2020. Web. 15 Apr 2021.

Vancouver:

Bounds T. Lateral deformation of bridge embankments supported on soft soils. [Internet] [Doctoral dissertation]. University of Oklahoma; 2020. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/326654.

Council of Science Editors:

Bounds T. Lateral deformation of bridge embankments supported on soft soils. [Doctoral Dissertation]. University of Oklahoma; 2020. Available from: http://hdl.handle.net/11244/326654


University of Oklahoma

16. Doger, Ridvan. Influence of Facing on the Construction and Structural Performance of GRS Bridge Abutments.

Degree: PhD, 2020, University of Oklahoma

 Geosynthetic Reinforced Soil-Integrated Bridge System (GRS-IBS) technology has been developed significantly over the last decade through extensive support and promotion by the Federal Highway Administration… (more)

Subjects/Keywords: Geosynthetics; GRS-IBS; Bridge abutments; Full-scale model tests; Bridges – Abutments; Slopes (Soil mechanics) – Stability; Geotechnical engineering

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APA (6th Edition):

Doger, R. (2020). Influence of Facing on the Construction and Structural Performance of GRS Bridge Abutments. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/324292

Chicago Manual of Style (16th Edition):

Doger, Ridvan. “Influence of Facing on the Construction and Structural Performance of GRS Bridge Abutments.” 2020. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/324292.

MLA Handbook (7th Edition):

Doger, Ridvan. “Influence of Facing on the Construction and Structural Performance of GRS Bridge Abutments.” 2020. Web. 15 Apr 2021.

Vancouver:

Doger R. Influence of Facing on the Construction and Structural Performance of GRS Bridge Abutments. [Internet] [Doctoral dissertation]. University of Oklahoma; 2020. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/324292.

Council of Science Editors:

Doger R. Influence of Facing on the Construction and Structural Performance of GRS Bridge Abutments. [Doctoral Dissertation]. University of Oklahoma; 2020. Available from: http://hdl.handle.net/11244/324292


University of Oklahoma

17. Yan, Shang. Exploring the Relationship Between Grain Configuration and the Movement Of Capillary-Held Water in Unsaturated Porous Media.

Degree: PhD, 2019, University of Oklahoma

 The air-water interface in porous media has been studied for decades, and is important for understanding the distribution and movement of water, solutes and suspended… (more)

Subjects/Keywords: 3D reconstruction; shadow detection; air-water interface around grains; nanoparticle deposition at pore scale

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APA (6th Edition):

Yan, S. (2019). Exploring the Relationship Between Grain Configuration and the Movement Of Capillary-Held Water in Unsaturated Porous Media. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/322821

Chicago Manual of Style (16th Edition):

Yan, Shang. “Exploring the Relationship Between Grain Configuration and the Movement Of Capillary-Held Water in Unsaturated Porous Media.” 2019. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/322821.

MLA Handbook (7th Edition):

Yan, Shang. “Exploring the Relationship Between Grain Configuration and the Movement Of Capillary-Held Water in Unsaturated Porous Media.” 2019. Web. 15 Apr 2021.

Vancouver:

Yan S. Exploring the Relationship Between Grain Configuration and the Movement Of Capillary-Held Water in Unsaturated Porous Media. [Internet] [Doctoral dissertation]. University of Oklahoma; 2019. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/322821.

Council of Science Editors:

Yan S. Exploring the Relationship Between Grain Configuration and the Movement Of Capillary-Held Water in Unsaturated Porous Media. [Doctoral Dissertation]. University of Oklahoma; 2019. Available from: http://hdl.handle.net/11244/322821


University of Oklahoma

18. Tabet, Wassim. Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques.

Degree: PhD, 2015, University of Oklahoma

 Problematic soils such as soft, compressible, collapsible, or expansive soils are widespread throughout the world and are often becoming unavoidable due to the continuous expansion… (more)

Subjects/Keywords: Soil Stabilization; Soil Improvement; Cement; stabilized; Clay; Experimental; Mineralogy; Microstructure; XRD; SEM; XRF; TG; MIP; Kaolinite; Hydration Products; Quantitative

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APA (6th Edition):

Tabet, W. (2015). Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23302

Chicago Manual of Style (16th Edition):

Tabet, Wassim. “Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/23302.

MLA Handbook (7th Edition):

Tabet, Wassim. “Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques.” 2015. Web. 15 Apr 2021.

Vancouver:

Tabet W. Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/23302.

Council of Science Editors:

Tabet W. Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23302


University of Oklahoma

19. Collins, Rodney. In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils.

Degree: PhD, 2016, University of Oklahoma

 The in situ test is an important part of a geotechnical engineer’s arsenal. Currently, there are no established methods for interpreting results of in situ… (more)

Subjects/Keywords: Geotechnical Engineering; Unsaturated Soils; Foundation Engineering

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APA (6th Edition):

Collins, R. (2016). In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/47092

Chicago Manual of Style (16th Edition):

Collins, Rodney. “In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils.” 2016. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/47092.

MLA Handbook (7th Edition):

Collins, Rodney. “In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils.” 2016. Web. 15 Apr 2021.

Vancouver:

Collins R. In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils. [Internet] [Doctoral dissertation]. University of Oklahoma; 2016. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/47092.

Council of Science Editors:

Collins R. In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils. [Doctoral Dissertation]. University of Oklahoma; 2016. Available from: http://hdl.handle.net/11244/47092


University of Oklahoma

20. Freyne, Seamus Francis. High performance concrete in Oklahoma designed for precast/prestressed bridge beams.

Degree: PhD, School of Civil Engineering and Environmental Science, 2003, University of Oklahoma

 The research involved identifying locally available cements and aggregates suitable for producing HPC, developing HPC mixture proportions for precast/prestressed bridge beams and, finally, demonstrating HPC… (more)

Subjects/Keywords: Precast concrete Oklahoma.; Concrete bridges Oklahoma.; High strength concrete Oklahoma.; Engineering, Civil.; Prestressed concrete beams Oklahoma.

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APA (6th Edition):

Freyne, S. F. (2003). High performance concrete in Oklahoma designed for precast/prestressed bridge beams. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/557

Chicago Manual of Style (16th Edition):

Freyne, Seamus Francis. “High performance concrete in Oklahoma designed for precast/prestressed bridge beams.” 2003. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/557.

MLA Handbook (7th Edition):

Freyne, Seamus Francis. “High performance concrete in Oklahoma designed for precast/prestressed bridge beams.” 2003. Web. 15 Apr 2021.

Vancouver:

Freyne SF. High performance concrete in Oklahoma designed for precast/prestressed bridge beams. [Internet] [Doctoral dissertation]. University of Oklahoma; 2003. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/557.

Council of Science Editors:

Freyne SF. High performance concrete in Oklahoma designed for precast/prestressed bridge beams. [Doctoral Dissertation]. University of Oklahoma; 2003. Available from: http://hdl.handle.net/11244/557


University of Oklahoma

21. Hamid, Tariq Bin. Testing and modeling of unsaturated interfaces.

Degree: PhD, School of Civil Engineering and Environmental Science, 2005, University of Oklahoma

 Research was conducted at the University of Oklahoma to examine the behavior of interfaces in unsaturated soil. The objectives of this research were to: (1)… (more)

Subjects/Keywords: Engineering, Civil.; Soil-structure interaction.; Shear strength of soils.; Soils.

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APA (6th Edition):

Hamid, T. B. (2005). Testing and modeling of unsaturated interfaces. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/844

Chicago Manual of Style (16th Edition):

Hamid, Tariq Bin. “Testing and modeling of unsaturated interfaces.” 2005. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/844.

MLA Handbook (7th Edition):

Hamid, Tariq Bin. “Testing and modeling of unsaturated interfaces.” 2005. Web. 15 Apr 2021.

Vancouver:

Hamid TB. Testing and modeling of unsaturated interfaces. [Internet] [Doctoral dissertation]. University of Oklahoma; 2005. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/844.

Council of Science Editors:

Hamid TB. Testing and modeling of unsaturated interfaces. [Doctoral Dissertation]. University of Oklahoma; 2005. Available from: http://hdl.handle.net/11244/844


University of Oklahoma

22. Tan, Norman K. Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.

Degree: PhD, School of Civil Engineering and Environmental Science, 2005, University of Oklahoma

 The pressuremeter test (PMT) and cone penetrometer test (CPT) are becoming popular instruments for subsurface exploration. The PMT is an excellent test to determine the… (more)

Subjects/Keywords: Soil mechanics.; Engineering, Civil.; Penetrometers; Zone of aeration.

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APA (6th Edition):

Tan, N. K. (2005). Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/861

Chicago Manual of Style (16th Edition):

Tan, Norman K. “Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.” 2005. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/861.

MLA Handbook (7th Edition):

Tan, Norman K. “Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.” 2005. Web. 15 Apr 2021.

Vancouver:

Tan NK. Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt. [Internet] [Doctoral dissertation]. University of Oklahoma; 2005. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/861.

Council of Science Editors:

Tan NK. Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt. [Doctoral Dissertation]. University of Oklahoma; 2005. Available from: http://hdl.handle.net/11244/861


University of Oklahoma

23. Khoury, Charbel. INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES.

Degree: PhD, 2010, University of Oklahoma

 This study also explores the effect of hydraulic hysteresis on the resilient modulus (Mr) of subgrade soils. Suction-controlled Mr tests were performed on compacted samples… (more)

Subjects/Keywords: Soil mechanics; Soil moisture; Hysteresis

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APA (6th Edition):

Khoury, C. (2010). INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319125

Chicago Manual of Style (16th Edition):

Khoury, Charbel. “INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES.” 2010. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/319125.

MLA Handbook (7th Edition):

Khoury, Charbel. “INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES.” 2010. Web. 15 Apr 2021.

Vancouver:

Khoury C. INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES. [Internet] [Doctoral dissertation]. University of Oklahoma; 2010. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/319125.

Council of Science Editors:

Khoury C. INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES. [Doctoral Dissertation]. University of Oklahoma; 2010. Available from: http://hdl.handle.net/11244/319125


University of Oklahoma

24. Khanna, Vivek. Development of a Web-based infrastructure management system for Oklahoma's general aviation airports, and, Exploring the use of spectral analysis of surface waves and impulse response for pavement health monitoring.

Degree: PhD, School of Civil Engineering and Environmental Science, 2007, University of Oklahoma

 OAC teamed up with the University of Oklahoma's school of civil engineering and environmental science (CEES); the effort resulted in a web-based infrastructure management system… (more)

Subjects/Keywords: Pavements Maintenance and repair.; Engineering, Civil.; Pavements Performance.; Runways (Aeronautics) Maintenance and repair.

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APA (6th Edition):

Khanna, V. (2007). Development of a Web-based infrastructure management system for Oklahoma's general aviation airports, and, Exploring the use of spectral analysis of surface waves and impulse response for pavement health monitoring. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/1185

Chicago Manual of Style (16th Edition):

Khanna, Vivek. “Development of a Web-based infrastructure management system for Oklahoma's general aviation airports, and, Exploring the use of spectral analysis of surface waves and impulse response for pavement health monitoring.” 2007. Doctoral Dissertation, University of Oklahoma. Accessed April 15, 2021. http://hdl.handle.net/11244/1185.

MLA Handbook (7th Edition):

Khanna, Vivek. “Development of a Web-based infrastructure management system for Oklahoma's general aviation airports, and, Exploring the use of spectral analysis of surface waves and impulse response for pavement health monitoring.” 2007. Web. 15 Apr 2021.

Vancouver:

Khanna V. Development of a Web-based infrastructure management system for Oklahoma's general aviation airports, and, Exploring the use of spectral analysis of surface waves and impulse response for pavement health monitoring. [Internet] [Doctoral dissertation]. University of Oklahoma; 2007. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/11244/1185.

Council of Science Editors:

Khanna V. Development of a Web-based infrastructure management system for Oklahoma's general aviation airports, and, Exploring the use of spectral analysis of surface waves and impulse response for pavement health monitoring. [Doctoral Dissertation]. University of Oklahoma; 2007. Available from: http://hdl.handle.net/11244/1185

.