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You searched for +publisher:"University of Kansas" +contributor:("Han, Jie"). Showing records 1 – 30 of 39 total matches.

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University of Kansas

1. Pierson, Matthew Charles. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2008, University of Kansas

 Current practice for designing laterally loaded columns that pass through an MSE Wall involves isolating the column from the MSE mass and anchoring the column… (more)

Subjects/Keywords: Civil engineering; Shaft; Mse wall; Laterally loaded; Mse block wall; Columns

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APA (6th Edition):

Pierson, M. C. (2008). Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/4053

Chicago Manual of Style (16th Edition):

Pierson, Matthew Charles. “Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall.” 2008. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/4053.

MLA Handbook (7th Edition):

Pierson, Matthew Charles. “Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall.” 2008. Web. 24 Nov 2017.

Vancouver:

Pierson MC. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall. [Internet] [Masters thesis]. University of Kansas; 2008. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/4053.

Council of Science Editors:

Pierson MC. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall. [Masters Thesis]. University of Kansas; 2008. Available from: http://hdl.handle.net/1808/4053


University of Kansas

2. Brady, Zachary. Testing Aggregate Backfill for Corrosion Potential.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 The Kansas Department of Transportation (KDOT) has designed and constructed numerous mechanically stabilized earth (MSE) walls to support new and expanded highway projects throughout Kansas.… (more)

Subjects/Keywords: Civil engineering; Geophysical engineering; Geotechnology; aggregate; backfill; corrosion; electrical resistivity; metal reinforcement; MSE wall

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APA (6th Edition):

Brady, Z. (2016). Testing Aggregate Backfill for Corrosion Potential. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/21975

Chicago Manual of Style (16th Edition):

Brady, Zachary. “Testing Aggregate Backfill for Corrosion Potential.” 2016. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/21975.

MLA Handbook (7th Edition):

Brady, Zachary. “Testing Aggregate Backfill for Corrosion Potential.” 2016. Web. 24 Nov 2017.

Vancouver:

Brady Z. Testing Aggregate Backfill for Corrosion Potential. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/21975.

Council of Science Editors:

Brady Z. Testing Aggregate Backfill for Corrosion Potential. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/21975


University of Kansas

3. Abdulrasool, Ghaith. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Stone columns have been proved an effective ground improvement technique. The increase in land prices and the existence of soft clay deposits in many areas… (more)

Subjects/Keywords: Civil engineering; Consolidation; Geotextile-encased stone column; Stone column; Stress concentration ratio; Stress transfer

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APA (6th Edition):

Abdulrasool, G. (2016). Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/24159

Chicago Manual of Style (16th Edition):

Abdulrasool, Ghaith. “Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay.” 2016. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/24159.

MLA Handbook (7th Edition):

Abdulrasool, Ghaith. “Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay.” 2016. Web. 24 Nov 2017.

Vancouver:

Abdulrasool G. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/24159.

Council of Science Editors:

Abdulrasool G. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/24159


University of Kansas

4. Pokharel, Sanat Kumar. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Geocells are a three-dimensional honeycomb type of geosynthetics used to reinforce weak soils and base courses of roads since the 1970s. However, this technology has… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Accelerated pavement testing; Design method; Geocell; Geosynthetics; Plate loading test; Unpaved roads

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APA (6th Edition):

Pokharel, S. K. (2010). Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/7719

Chicago Manual of Style (16th Edition):

Pokharel, Sanat Kumar. “Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/7719.

MLA Handbook (7th Edition):

Pokharel, Sanat Kumar. “Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.” 2010. Web. 24 Nov 2017.

Vancouver:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/7719.

Council of Science Editors:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/7719


University of Kansas

5. Kwok, Kin Yip George. Assessment of Bridge Inspection and Maintenance in the United States.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 Bridge inspection and maintenance is extremely important to the country since it is the economic lifeblood of the United States business and people relying upon… (more)

Subjects/Keywords: Civil engineering; Transportation; Bridge; Inspection; Maintenance

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APA (6th Edition):

Kwok, K. Y. G. (2009). Assessment of Bridge Inspection and Maintenance in the United States. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5241

Chicago Manual of Style (16th Edition):

Kwok, Kin Yip George. “Assessment of Bridge Inspection and Maintenance in the United States.” 2009. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/5241.

MLA Handbook (7th Edition):

Kwok, Kin Yip George. “Assessment of Bridge Inspection and Maintenance in the United States.” 2009. Web. 24 Nov 2017.

Vancouver:

Kwok KYG. Assessment of Bridge Inspection and Maintenance in the United States. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/5241.

Council of Science Editors:

Kwok KYG. Assessment of Bridge Inspection and Maintenance in the United States. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5241


University of Kansas

6. Gautam, Ashwani. Tolerable Strains for HMA Overlays over Concrete Pavements.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 Materials from two Kansas Department of Transportation (KDOT) projects', namely 089 C-4318-01 (Mix 1) and 56-29 KA-1087-01 (Mix 2), were used for the laboratory study.… (more)

Subjects/Keywords: Civil engineering; Hma overlays; Reflection cracking; Scb test; Tolerable strains

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APA (6th Edition):

Gautam, A. (2009). Tolerable Strains for HMA Overlays over Concrete Pavements. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5290

Chicago Manual of Style (16th Edition):

Gautam, Ashwani. “Tolerable Strains for HMA Overlays over Concrete Pavements.” 2009. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/5290.

MLA Handbook (7th Edition):

Gautam, Ashwani. “Tolerable Strains for HMA Overlays over Concrete Pavements.” 2009. Web. 24 Nov 2017.

Vancouver:

Gautam A. Tolerable Strains for HMA Overlays over Concrete Pavements. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/5290.

Council of Science Editors:

Gautam A. Tolerable Strains for HMA Overlays over Concrete Pavements. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5290


University of Kansas

7. Liu, Lanfang. TRACKING THE LIFE CYCLE OF CONSTRUCTION STEEL: THE DEVELOPMENT OF A RESOURCE LOOP.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 Cradle-to-grave model is established on the assumption of a model of one-way, linear flow of materials in the industrial system. Eco-efficiency, as the design strategy… (more)

Subjects/Keywords: Architectural engineering

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APA (6th Edition):

Liu, L. (2009). TRACKING THE LIFE CYCLE OF CONSTRUCTION STEEL: THE DEVELOPMENT OF A RESOURCE LOOP. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5707

Chicago Manual of Style (16th Edition):

Liu, Lanfang. “TRACKING THE LIFE CYCLE OF CONSTRUCTION STEEL: THE DEVELOPMENT OF A RESOURCE LOOP.” 2009. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/5707.

MLA Handbook (7th Edition):

Liu, Lanfang. “TRACKING THE LIFE CYCLE OF CONSTRUCTION STEEL: THE DEVELOPMENT OF A RESOURCE LOOP.” 2009. Web. 24 Nov 2017.

Vancouver:

Liu L. TRACKING THE LIFE CYCLE OF CONSTRUCTION STEEL: THE DEVELOPMENT OF A RESOURCE LOOP. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/5707.

Council of Science Editors:

Liu L. TRACKING THE LIFE CYCLE OF CONSTRUCTION STEEL: THE DEVELOPMENT OF A RESOURCE LOOP. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5707


University of Kansas

8. Qian, Yu. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 The objective of this study is to investigate the behavior of triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading through laboratory testing. Behavior… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Geosynthetics; Reinforced base; Unpaved roads; Weak subgrade

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APA (6th Edition):

Qian, Y. (2009). EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5662

Chicago Manual of Style (16th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/5662.

MLA Handbook (7th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Web. 24 Nov 2017.

Vancouver:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/5662.

Council of Science Editors:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5662


University of Kansas

9. Neupane, Madan. Strength and Resistivity Properties of Fouled Ballast.

Degree: MS, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Maintaining rail track in good condition is essential for ensuring the overall performance and safety of railway conditions. Track support, structural integrity, and effectiveness of… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Neupane, M. (2015). Strength and Resistivity Properties of Fouled Ballast. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/19588

Chicago Manual of Style (16th Edition):

Neupane, Madan. “Strength and Resistivity Properties of Fouled Ballast.” 2015. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/19588.

MLA Handbook (7th Edition):

Neupane, Madan. “Strength and Resistivity Properties of Fouled Ballast.” 2015. Web. 24 Nov 2017.

Vancouver:

Neupane M. Strength and Resistivity Properties of Fouled Ballast. [Internet] [Masters thesis]. University of Kansas; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/19588.

Council of Science Editors:

Neupane M. Strength and Resistivity Properties of Fouled Ballast. [Masters Thesis]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19588


University of Kansas

10. Thakur, Jitendra Kumar. Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 Recycled Asphalt Pavement (RAP) is a removed and reprocessed pavement material containing asphalt and aggregates which can be used as a base course material for… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Transportation; Creep tests of rap; Cyclic loading; Geocell-reinforced bases; Properties of rap; Recycled asphalt pavement (rap)

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APA (6th Edition):

Thakur, J. K. (2011). Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/7714

Chicago Manual of Style (16th Edition):

Thakur, Jitendra Kumar. “Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading.” 2011. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/7714.

MLA Handbook (7th Edition):

Thakur, Jitendra Kumar. “Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading.” 2011. Web. 24 Nov 2017.

Vancouver:

Thakur JK. Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/7714.

Council of Science Editors:

Thakur JK. Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/7714


University of Kansas

11. Ismael, Omar Khaleel. Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2014, University of Kansas

 Abstract Scour removes soil around piles supporting waterfront structures and changes the behavior of laterally loaded piles from flow wave, earthquake, and wind. Limited experimental… (more)

Subjects/Keywords: Civil engineering; Laterally loaded piles under scour; Model test; Model tests for scoured pile; Scoured piles

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APA (6th Edition):

Ismael, O. K. (2014). Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/15775

Chicago Manual of Style (16th Edition):

Ismael, Omar Khaleel. “Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests.” 2014. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/15775.

MLA Handbook (7th Edition):

Ismael, Omar Khaleel. “Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests.” 2014. Web. 24 Nov 2017.

Vancouver:

Ismael OK. Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests. [Internet] [Masters thesis]. University of Kansas; 2014. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/15775.

Council of Science Editors:

Ismael OK. Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests. [Masters Thesis]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15775


University of Kansas

12. Acharya, B. S. Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 ABSTRACT The reprocessed old hot mix asphalt (HMA) concrete also called "Recycled Asphalt Pavement (RAP)", if used to build new roads or to maintain existing… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Acharya, B. S. (2011). Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/9817

Chicago Manual of Style (16th Edition):

Acharya, B S. “Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading.” 2011. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/9817.

MLA Handbook (7th Edition):

Acharya, B S. “Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading.” 2011. Web. 24 Nov 2017.

Vancouver:

Acharya BS. Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/9817.

Council of Science Editors:

Acharya BS. Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/9817


University of Kansas

13. Mohammed, Wessam Khaled. Factors Influencing performance of a laterally loaded pile with an MSE wall system.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Mechanically stabilized earth (MSE) walls have been wildly used in various important infrastructures, such as bridge abutments. The need for a shallow or deep foundation… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Mohammed, W. K. (2016). Factors Influencing performance of a laterally loaded pile with an MSE wall system. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/24165

Chicago Manual of Style (16th Edition):

Mohammed, Wessam Khaled. “Factors Influencing performance of a laterally loaded pile with an MSE wall system.” 2016. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/24165.

MLA Handbook (7th Edition):

Mohammed, Wessam Khaled. “Factors Influencing performance of a laterally loaded pile with an MSE wall system.” 2016. Web. 24 Nov 2017.

Vancouver:

Mohammed WK. Factors Influencing performance of a laterally loaded pile with an MSE wall system. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/24165.

Council of Science Editors:

Mohammed WK. Factors Influencing performance of a laterally loaded pile with an MSE wall system. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/24165


University of Kansas

14. Weldu, Mehari Tesfagabr. Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate.

Degree: MS, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 A wide range of reinforcement-backfill combinations have been used in mechanically stabilized earth (MSE) walls. Steel strips are one type of reinforcement used to stabilize… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Weldu, M. T. (2015). Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/20927

Chicago Manual of Style (16th Edition):

Weldu, Mehari Tesfagabr. “Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate.” 2015. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/20927.

MLA Handbook (7th Edition):

Weldu, Mehari Tesfagabr. “Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate.” 2015. Web. 24 Nov 2017.

Vancouver:

Weldu MT. Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate. [Internet] [Masters thesis]. University of Kansas; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/20927.

Council of Science Editors:

Weldu MT. Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate. [Masters Thesis]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/20927


University of Kansas

15. Sun, Xiaohui. Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Geogrid has been playing an important role in solving geotechnical problems such as paved/unpaved roads constructed on weak subgrade. Geogrid provides lateral confinement to resist… (more)

Subjects/Keywords: Civil engineering; Base course; Hypoplastic model; Permanent deformation; Resilient behavior; Triaxial geogrid; Weak subgrade

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APA (6th Edition):

Sun, X. (2015). Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19407

Chicago Manual of Style (16th Edition):

Sun, Xiaohui. “Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade.” 2015. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/19407.

MLA Handbook (7th Edition):

Sun, Xiaohui. “Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade.” 2015. Web. 24 Nov 2017.

Vancouver:

Sun X. Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/19407.

Council of Science Editors:

Sun X. Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19407


University of Kansas

16. Wang, Fei. Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Steel-Reinforced High Density Polyethylene (SRHDPE) pipes have been developed and introduced to the market to overcome the disadvantages of HDPE pipes (i.e., low strength and… (more)

Subjects/Keywords: Civil engineering; Field performance; Installation; SRHDPE pipe; Traffic Loading

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APA (6th Edition):

Wang, F. (2016). Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/21972

Chicago Manual of Style (16th Edition):

Wang, Fei. “Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/21972.

MLA Handbook (7th Edition):

Wang, Fei. “Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading.” 2016. Web. 24 Nov 2017.

Vancouver:

Wang F. Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/21972.

Council of Science Editors:

Wang F. Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/21972


University of Kansas

17. Jiang, Yan. Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Geosynthetic-Reinforced Retaining (GRR) walls have been extensively used in highway projects. A novel GRR wall was proposed to mitigate the problems (e.g. high connection stress)… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Field test; Geosynthetic reinforced retaining wall; Geosynthetic reinforced soil (GRS) wall; Mechanically stabilized earth (MSE) wall; Numerical modelling; Secondary reinforcement

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APA (6th Edition):

Jiang, Y. (2016). Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/21982

Chicago Manual of Style (16th Edition):

Jiang, Yan. “Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/21982.

MLA Handbook (7th Edition):

Jiang, Yan. “Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls.” 2016. Web. 24 Nov 2017.

Vancouver:

Jiang Y. Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/21982.

Council of Science Editors:

Jiang Y. Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/21982


University of Kansas

18. Yang, Xiaoming. Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Geocell is one of the geosynthetic products used primarily for soil reinforcement. It was originally developed by US Army Corps of Engineers in 1970s for… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Yang, X. (2010). Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6782

Chicago Manual of Style (16th Edition):

Yang, Xiaoming. “Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/6782.

MLA Handbook (7th Edition):

Yang, Xiaoming. “Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads.” 2010. Web. 24 Nov 2017.

Vancouver:

Yang X. Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/6782.

Council of Science Editors:

Yang X. Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6782


University of Kansas

19. Pierson, Matthew Charles. Modeling Drilled Shafts in MSE Block Walls.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Mechanically stabilized earth (MSE) technology is recognized for its efficiency for constructing earth retention structures. In some cases structural foundations must pass through the reinforced… (more)

Subjects/Keywords: Civil engineering; Lateral load; Mse; Reinforced earth; Shaft; Sound wall

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APA (6th Edition):

Pierson, M. C. (2010). Modeling Drilled Shafts in MSE Block Walls. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6756

Chicago Manual of Style (16th Edition):

Pierson, Matthew Charles. “Modeling Drilled Shafts in MSE Block Walls.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/6756.

MLA Handbook (7th Edition):

Pierson, Matthew Charles. “Modeling Drilled Shafts in MSE Block Walls.” 2010. Web. 24 Nov 2017.

Vancouver:

Pierson MC. Modeling Drilled Shafts in MSE Block Walls. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/6756.

Council of Science Editors:

Pierson MC. Modeling Drilled Shafts in MSE Block Walls. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6756


University of Kansas

20. Marangos, Orestes. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 The Scanning Acoustic Microscope (SAM) is a powerful tool for understanding the mechanical characteristics of substrates with micro-scale near-surface graded layers. To interpret the SAM… (more)

Subjects/Keywords: Civil engineering; Acoustic microscopy; Dentin; Graded materials; Homotopic measurement; Micromechanics; Spherical harmonics expansion

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APA (6th Edition):

Marangos, O. (2010). SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/10403

Chicago Manual of Style (16th Edition):

Marangos, Orestes. “SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/10403.

MLA Handbook (7th Edition):

Marangos, Orestes. “SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES.” 2010. Web. 24 Nov 2017.

Vancouver:

Marangos O. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/10403.

Council of Science Editors:

Marangos O. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/10403


University of Kansas

21. Bhandari, Anil. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Granular materials are commonly used in the construction of civil engineering infrastructure. Geosynthetics have been used to improve the performance of these structures in many… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Discrete element method; Embankments; Geosynthetics; Interaction; Roadways

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APA (6th Edition):

Bhandari, A. (2010). Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6438

Chicago Manual of Style (16th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/6438.

MLA Handbook (7th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Web. 24 Nov 2017.

Vancouver:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/6438.

Council of Science Editors:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6438


University of Kansas

22. Corey, Ryan A. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Geosynthetic materials have been used in a wide variety of ways to enhance the performance of buried pipes and conduits. Attenuation of surface loads to… (more)

Subjects/Keywords: Civil engineering; Geosynthetics; Numerical; Pipe; Protection

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APA (6th Edition):

Corey, R. A. (2015). Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19393

Chicago Manual of Style (16th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/19393.

MLA Handbook (7th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Web. 24 Nov 2017.

Vancouver:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/19393.

Council of Science Editors:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19393


University of Kansas

23. Khatri, Deep Kumar. Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2014, University of Kansas

 Metal and plastic pipes have been used extensively as storm sewers and buried drainage structures in transportation projects. Metal pipes have high strength and stiffness… (more)

Subjects/Keywords: Geotechnology

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APA (6th Edition):

Khatri, D. K. (2014). Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/15784

Chicago Manual of Style (16th Edition):

Khatri, Deep Kumar. “Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover.” 2014. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/15784.

MLA Handbook (7th Edition):

Khatri, Deep Kumar. “Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover.” 2014. Web. 24 Nov 2017.

Vancouver:

Khatri DK. Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover. [Internet] [Doctoral dissertation]. University of Kansas; 2014. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/15784.

Council of Science Editors:

Khatri DK. Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover. [Doctoral Dissertation]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15784


University of Kansas

24. Lubliner, Howard. Evaluation of the Highway Safety Manual Crash Prediction Model for Rural Two-Lane Highway Segments in Kansas.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 While there have been numerous previous studies performed to develop the rural two-lane segment crash prediction models as part of the Highway Safety Manual (HSM),… (more)

Subjects/Keywords: Transportation planning; Civil engineering; Crash prediction; Highway; Highway safety manual; Rural

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APA (6th Edition):

Lubliner, H. (2011). Evaluation of the Highway Safety Manual Crash Prediction Model for Rural Two-Lane Highway Segments in Kansas. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/8777

Chicago Manual of Style (16th Edition):

Lubliner, Howard. “Evaluation of the Highway Safety Manual Crash Prediction Model for Rural Two-Lane Highway Segments in Kansas.” 2011. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/8777.

MLA Handbook (7th Edition):

Lubliner, Howard. “Evaluation of the Highway Safety Manual Crash Prediction Model for Rural Two-Lane Highway Segments in Kansas.” 2011. Web. 24 Nov 2017.

Vancouver:

Lubliner H. Evaluation of the Highway Safety Manual Crash Prediction Model for Rural Two-Lane Highway Segments in Kansas. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/8777.

Council of Science Editors:

Lubliner H. Evaluation of the Highway Safety Manual Crash Prediction Model for Rural Two-Lane Highway Segments in Kansas. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/8777


University of Kansas

25. Li, Xianping. Anisotropic Mesh Adaptation for the Finite Element Solution of Anisotropic Diffusion Problems.

Degree: PhD, Mathematics, 2011, University of Kansas

 Anisotropic diffusion problems arise in many fields of science and engineering and are modeled by partial differential equations (PDEs) or represented in variational formulations. Standard… (more)

Subjects/Keywords: Mathematics; Anisotropic diffusion; Anisotropic mesh adaptation; Discrete maximum principle; Finite element; Mesh adaptation; Variational problem

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APA (6th Edition):

Li, X. (2011). Anisotropic Mesh Adaptation for the Finite Element Solution of Anisotropic Diffusion Problems. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/9755

Chicago Manual of Style (16th Edition):

Li, Xianping. “Anisotropic Mesh Adaptation for the Finite Element Solution of Anisotropic Diffusion Problems.” 2011. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/9755.

MLA Handbook (7th Edition):

Li, Xianping. “Anisotropic Mesh Adaptation for the Finite Element Solution of Anisotropic Diffusion Problems.” 2011. Web. 24 Nov 2017.

Vancouver:

Li X. Anisotropic Mesh Adaptation for the Finite Element Solution of Anisotropic Diffusion Problems. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/9755.

Council of Science Editors:

Li X. Anisotropic Mesh Adaptation for the Finite Element Solution of Anisotropic Diffusion Problems. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/9755


University of Kansas

26. Lin, Cheng. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Scour is the removal of soils in the vicinity of bridge foundations, resulting in a reduced capacity of the foundations, which may lead to a… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Lin, C. (2012). Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/9834

Chicago Manual of Style (16th Edition):

Lin, Cheng. “Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.” 2012. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/9834.

MLA Handbook (7th Edition):

Lin, Cheng. “Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.” 2012. Web. 24 Nov 2017.

Vancouver:

Lin C. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. [Internet] [Doctoral dissertation]. University of Kansas; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/9834.

Council of Science Editors:

Lin C. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. [Doctoral Dissertation]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/9834


University of Kansas

27. Kadhim, Shaymaa Tareq. Stability Analysis of Geotextile Encased Sand Columns.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Global instability or deep-seated failure of roadway embankments constructed on soft soils is a serious concern in the field of geotechnical engineering. Different ground improvement… (more)

Subjects/Keywords: Engineering; Civil engineering; FLAC2D; FLAC3D; geotextile encasement; Kansas River Sand; Numerical analysis; Slope stability

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APA (6th Edition):

Kadhim, S. T. (2016). Stability Analysis of Geotextile Encased Sand Columns. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/22347

Chicago Manual of Style (16th Edition):

Kadhim, Shaymaa Tareq. “Stability Analysis of Geotextile Encased Sand Columns.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/22347.

MLA Handbook (7th Edition):

Kadhim, Shaymaa Tareq. “Stability Analysis of Geotextile Encased Sand Columns.” 2016. Web. 24 Nov 2017.

Vancouver:

Kadhim ST. Stability Analysis of Geotextile Encased Sand Columns. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/22347.

Council of Science Editors:

Kadhim ST. Stability Analysis of Geotextile Encased Sand Columns. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/22347


University of Kansas

28. Karim, Hardy Kamal. Exploratory Analysis of Ramp Metering on Efficiency, and Safety of Freeways Using Microsimulation.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 The microscopic Verkehr In Städten – SIMulations Model (VISSIM) stochastic simulator program was used to explore the effectiveness of ramp metering on efficiency, Level of… (more)

Subjects/Keywords: Civil engineering; Transportation; Efficiency; Freeway; Level of Service; Microsimulation; Ramp metering; Safety

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APA (6th Edition):

Karim, H. K. (2015). Exploratory Analysis of Ramp Metering on Efficiency, and Safety of Freeways Using Microsimulation. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/20979

Chicago Manual of Style (16th Edition):

Karim, Hardy Kamal. “Exploratory Analysis of Ramp Metering on Efficiency, and Safety of Freeways Using Microsimulation.” 2015. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/20979.

MLA Handbook (7th Edition):

Karim, Hardy Kamal. “Exploratory Analysis of Ramp Metering on Efficiency, and Safety of Freeways Using Microsimulation.” 2015. Web. 24 Nov 2017.

Vancouver:

Karim HK. Exploratory Analysis of Ramp Metering on Efficiency, and Safety of Freeways Using Microsimulation. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/20979.

Council of Science Editors:

Karim HK. Exploratory Analysis of Ramp Metering on Efficiency, and Safety of Freeways Using Microsimulation. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/20979

29. Acharya, Raju. Improved Load Distribution for Load Rating of Low-Fill Box Structures.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Reinforced concrete box culverts are mostly used at shallow depths. Periodic evaluation of their load carrying capacities is required for load rating of the culvert… (more)

Subjects/Keywords: Civil engineering; Box structures; Load rating; Model verification; Pressure distribution; Simplified method

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APA (6th Edition):

Acharya, R. (2012). Improved Load Distribution for Load Rating of Low-Fill Box Structures. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/10630

Chicago Manual of Style (16th Edition):

Acharya, Raju. “Improved Load Distribution for Load Rating of Low-Fill Box Structures.” 2012. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/10630.

MLA Handbook (7th Edition):

Acharya, Raju. “Improved Load Distribution for Load Rating of Low-Fill Box Structures.” 2012. Web. 24 Nov 2017.

Vancouver:

Acharya R. Improved Load Distribution for Load Rating of Low-Fill Box Structures. [Internet] [Masters thesis]. University of Kansas; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/10630.

Council of Science Editors:

Acharya R. Improved Load Distribution for Load Rating of Low-Fill Box Structures. [Masters Thesis]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/10630

30. Jowkar, Milad. Performance of Geogrid Reinforced Ballast under Dynamic Loading.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 Railroad ballast consists of open graded crushed stone used as a bed for railroad track to provide stability. It plays a significant role in providing… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Jowkar, M. (2011). Performance of Geogrid Reinforced Ballast under Dynamic Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/9781

Chicago Manual of Style (16th Edition):

Jowkar, Milad. “Performance of Geogrid Reinforced Ballast under Dynamic Loading.” 2011. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/9781.

MLA Handbook (7th Edition):

Jowkar, Milad. “Performance of Geogrid Reinforced Ballast under Dynamic Loading.” 2011. Web. 24 Nov 2017.

Vancouver:

Jowkar M. Performance of Geogrid Reinforced Ballast under Dynamic Loading. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/9781.

Council of Science Editors:

Jowkar M. Performance of Geogrid Reinforced Ballast under Dynamic Loading. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/9781

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