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You searched for +publisher:"Cornell University" +contributor:("Stewart,Harry Eaton"). Showing records 1 – 9 of 9 total matches.

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1. Mottl, Natalie Lucia. Material Characterization and Testing of Cured-in-Place Pipe to Resist Earthquake Related Ground Deformation.

Degree: M.S., Civil and Environmental Engineering, Civil and Environmental Engineering, 2019, Cornell University

 This thesis summarizes the testing procedures and key results of full-scale tests on Cured-In-Place Pipe (CIPP) to evaluate its performance under earthquake induced ground deformation.… (more)

Subjects/Keywords: Civil engineering; cured-in-place; deformation; pipeline; earthquake

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

APA (6th Edition):

Mottl, N. L. (2019). Material Characterization and Testing of Cured-in-Place Pipe to Resist Earthquake Related Ground Deformation. (Masters Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/67679

Chicago Manual of Style (16th Edition):

Mottl, Natalie Lucia. “Material Characterization and Testing of Cured-in-Place Pipe to Resist Earthquake Related Ground Deformation.” 2019. Masters Thesis, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/67679.

MLA Handbook (7th Edition):

Mottl, Natalie Lucia. “Material Characterization and Testing of Cured-in-Place Pipe to Resist Earthquake Related Ground Deformation.” 2019. Web. 09 Mar 2021.

Vancouver:

Mottl NL. Material Characterization and Testing of Cured-in-Place Pipe to Resist Earthquake Related Ground Deformation. [Internet] [Masters thesis]. Cornell University; 2019. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/67679.

Council of Science Editors:

Mottl NL. Material Characterization and Testing of Cured-in-Place Pipe to Resist Earthquake Related Ground Deformation. [Masters Thesis]. Cornell University; 2019. Available from: http://hdl.handle.net/1813/67679


Cornell University

2. Price, Dakota William. EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS.

Degree: M.S., Civil and Environmental Engineering, Civil and Environmental Engineering, 2018, Cornell University

 Full-scale test results to evaluate the earthquake performance of 6-in. (150-mm) PVC pipelines with restrained bell-and-spigot joints under water pressure of at least 80 psi… (more)

Subjects/Keywords: Engineering

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APA (6th Edition):

Price, D. W. (2018). EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS. (Masters Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/65001

Chicago Manual of Style (16th Edition):

Price, Dakota William. “EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS.” 2018. Masters Thesis, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/65001.

MLA Handbook (7th Edition):

Price, Dakota William. “EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS.” 2018. Web. 09 Mar 2021.

Vancouver:

Price DW. EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS. [Internet] [Masters thesis]. Cornell University; 2018. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/65001.

Council of Science Editors:

Price DW. EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS. [Masters Thesis]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/65001

3. Pariya-Ekkasut, Chalermpat. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 This thesis addresses the performance of ductile iron (DI) pipelines with restrained axial slip joints subject to earthquake-induced ground deformation. DI pipelines account for 23%… (more)

Subjects/Keywords: Civil engineering; Ductile iron pipe; Fault rupture; Ground deformation; Jointed pipelines; Large-scale experiments; Water distribution systems

…appreciate the financial support provided by Cornell University and the School of Civil and… 

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APA (6th Edition):

Pariya-Ekkasut, C. (2018). Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59351

Chicago Manual of Style (16th Edition):

Pariya-Ekkasut, Chalermpat. “Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.” 2018. Doctoral Dissertation, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/59351.

MLA Handbook (7th Edition):

Pariya-Ekkasut, Chalermpat. “Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.” 2018. Web. 09 Mar 2021.

Vancouver:

Pariya-Ekkasut C. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/59351.

Council of Science Editors:

Pariya-Ekkasut C. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59351


Cornell University

4. Tian, Jia. Optical Radiative Transfer Features of Dry and Wet Soils.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 Due to the importance of soil moisture in many fields of study, and given the sparsity of systematic research on radiative transfer features of moist… (more)

Subjects/Keywords: Remote sensing

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APA (6th Edition):

Tian, J. (2018). Optical Radiative Transfer Features of Dry and Wet Soils. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59378

Chicago Manual of Style (16th Edition):

Tian, Jia. “Optical Radiative Transfer Features of Dry and Wet Soils.” 2018. Doctoral Dissertation, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/59378.

MLA Handbook (7th Edition):

Tian, Jia. “Optical Radiative Transfer Features of Dry and Wet Soils.” 2018. Web. 09 Mar 2021.

Vancouver:

Tian J. Optical Radiative Transfer Features of Dry and Wet Soils. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/59378.

Council of Science Editors:

Tian J. Optical Radiative Transfer Features of Dry and Wet Soils. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59378


Cornell University

5. Argyrou, Christina. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 The primary focus of this thesis is the evaluation through experimental and numerical investigations of pipeline performance under earthquake-induced ground deformation. This kind of deformation… (more)

Subjects/Keywords: Finite Element Modeling; cured-in-place linings; pipelines; seismic retrofit; soil-pipeline interaction; Civil engineering

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APA (6th Edition):

Argyrou, C. (2018). PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59321

Chicago Manual of Style (16th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Doctoral Dissertation, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/59321.

MLA Handbook (7th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Web. 09 Mar 2021.

Vancouver:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/59321.

Council of Science Editors:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59321


Cornell University

6. Wham, Brad. Jointed Pipeline Response To Large Ground Movements.

Degree: PhD, Civil and Environmental Engineering, 2016, Cornell University

 This thesis addresses the performance of jointed pipelines subject to ground deformations triggered at a large scale by earthquakes and a construction-related scale by tunneling.… (more)

Subjects/Keywords: pipelines, pipe joints; ductile iron pipe, PVCO pipe; tunneling ground deformation

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APA (6th Edition):

Wham, B. (2016). Jointed Pipeline Response To Large Ground Movements. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/43567

Chicago Manual of Style (16th Edition):

Wham, Brad. “Jointed Pipeline Response To Large Ground Movements.” 2016. Doctoral Dissertation, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/43567.

MLA Handbook (7th Edition):

Wham, Brad. “Jointed Pipeline Response To Large Ground Movements.” 2016. Web. 09 Mar 2021.

Vancouver:

Wham B. Jointed Pipeline Response To Large Ground Movements. [Internet] [Doctoral dissertation]. Cornell University; 2016. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/43567.

Council of Science Editors:

Wham B. Jointed Pipeline Response To Large Ground Movements. [Doctoral Dissertation]. Cornell University; 2016. Available from: http://hdl.handle.net/1813/43567

7. Tian, Jia. Study Of Water Absorption Band Depth Features With Varied Soil Properties During The Drying Process.

Degree: M.S., Civil and Environmental Engineering, Civil and Environmental Engineering, 2016, Cornell University

 Selected spectral reflectance features of soils are examined with respect to their relationship to soil water content. Three soil samples  selected to represent a range… (more)

Subjects/Keywords: remote sensing; soil water content; water absorption band depth

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APA (6th Edition):

Tian, J. (2016). Study Of Water Absorption Band Depth Features With Varied Soil Properties During The Drying Process. (Masters Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/43643

Chicago Manual of Style (16th Edition):

Tian, Jia. “Study Of Water Absorption Band Depth Features With Varied Soil Properties During The Drying Process.” 2016. Masters Thesis, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/43643.

MLA Handbook (7th Edition):

Tian, Jia. “Study Of Water Absorption Band Depth Features With Varied Soil Properties During The Drying Process.” 2016. Web. 09 Mar 2021.

Vancouver:

Tian J. Study Of Water Absorption Band Depth Features With Varied Soil Properties During The Drying Process. [Internet] [Masters thesis]. Cornell University; 2016. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/43643.

Council of Science Editors:

Tian J. Study Of Water Absorption Band Depth Features With Varied Soil Properties During The Drying Process. [Masters Thesis]. Cornell University; 2016. Available from: http://hdl.handle.net/1813/43643


Cornell University

8. Perez Cordoba, Xavier. Life-Cycle Cost Optimization For Foundation Engineering.

Degree: PhD, Civil and Environmental Engineering, 2013, Cornell University

 The use of reliability-based design (RBD) in foundation engineering offers several advantages over traditional methods. Uncertainties in the load and capacity terms of the design… (more)

Subjects/Keywords: foundation engineerining; structural optimization; reliability

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APA (6th Edition):

Perez Cordoba, X. (2013). Life-Cycle Cost Optimization For Foundation Engineering. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/34381

Chicago Manual of Style (16th Edition):

Perez Cordoba, Xavier. “Life-Cycle Cost Optimization For Foundation Engineering.” 2013. Doctoral Dissertation, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/34381.

MLA Handbook (7th Edition):

Perez Cordoba, Xavier. “Life-Cycle Cost Optimization For Foundation Engineering.” 2013. Web. 09 Mar 2021.

Vancouver:

Perez Cordoba X. Life-Cycle Cost Optimization For Foundation Engineering. [Internet] [Doctoral dissertation]. Cornell University; 2013. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/34381.

Council of Science Editors:

Perez Cordoba X. Life-Cycle Cost Optimization For Foundation Engineering. [Doctoral Dissertation]. Cornell University; 2013. Available from: http://hdl.handle.net/1813/34381


Cornell University

9. Jung, Jai. Soil-Pipe Interaction Under Plane Strain Conditions.

Degree: PhD, Civil and Environmental Engineering, 2011, Cornell University

 Permanent ground deformations associated with geohazards such as earthquakes, liquefaction and landslides can introduce substantial axial and bending strains on buried pipeline systems. Longitudinal and… (more)

Subjects/Keywords: Soil-Pipe Interaction; Plane Strain Conditions; Numerical Analysis

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APA (6th Edition):

Jung, J. (2011). Soil-Pipe Interaction Under Plane Strain Conditions. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/33543

Chicago Manual of Style (16th Edition):

Jung, Jai. “Soil-Pipe Interaction Under Plane Strain Conditions.” 2011. Doctoral Dissertation, Cornell University. Accessed March 09, 2021. http://hdl.handle.net/1813/33543.

MLA Handbook (7th Edition):

Jung, Jai. “Soil-Pipe Interaction Under Plane Strain Conditions.” 2011. Web. 09 Mar 2021.

Vancouver:

Jung J. Soil-Pipe Interaction Under Plane Strain Conditions. [Internet] [Doctoral dissertation]. Cornell University; 2011. [cited 2021 Mar 09]. Available from: http://hdl.handle.net/1813/33543.

Council of Science Editors:

Jung J. Soil-Pipe Interaction Under Plane Strain Conditions. [Doctoral Dissertation]. Cornell University; 2011. Available from: http://hdl.handle.net/1813/33543

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