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Tech Report 9

25-1121-0005-004-45 1
25-1121-0005-004-55 1
M087 1
M106 1
NDOT: SPR-P1 M076, NTC: 26-1121-4042-001 1
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CPT Based Pile Design

CITE Title : CPT Based Pile Design Creator(s) : Song, Chung R.;Kim, Seunghee;Bekele, Binyam M;Zhang, Jingato;Silvey, Alex; Corporate Creator(s) : University of Nebraska--Lincoln. Dept. of Civil Engineering Corporate Contributor(s) : Nebraska. Department of Transportation Published Date : 2019-01-01 Report Number : NDOT: SPR-P1 M076, NTC: 26-1121-4042-001 URL : /view/dot/49457 "CPT Based Pile Design" (2019). "CPT Based Pile Design" (2019) "CPT Based Pile Design" , 2019 Export RIS Citation Information.

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Song, Chung R. ;

Kim, Seunghee

2019-01-01

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The geotechnical design of a pile foundation is concerned with the determination of the safe magnitude of an external load that the foundation can car...
Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach

CITE Title : Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach Creator(s) : Kim, Seunghee;Eun, Jongwan;Alhowaidi, Yusuf;Robertson, Daniel; Corporate Creator(s) : University of Nebraska-Lincoln. Board of Regents Corporate Contributor(s) : Nebraska. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2021-05-01 Report Number : M106 URL : /view/dot/57068 "Feasibility Study: Alternatives to" (2021). "Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach" (2021) "Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach" , 2021 Export RIS Citation Information.

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Kim, Seunghee ;

Eun, Jongwan

2021-05-01

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This project aims to examine the feasibility of improving the current design practice of the approach slab foundation in Nebraska and the alternative ...
Field Monitoring of Joint-Less Curved Integral Abutment Bridge in Nebraska

CITE Title : Field Monitoring of Joint-Less Curved Integral Abutment Bridge in Nebraska Creator(s) : Ziaei, Ramin;Alhowaidi, Yusuf;Sim, Chungwook ;Eun, Jongwan;Kim, Seunghee;Song, Chung Rak; Corporate Creator(s) : University of Nebraska--Lincoln. Dept. of Civil and Environmental Engineering Corporate Contributor(s) : Nebraska. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2022-12-31 Report Number : M087 URL : /view/dot/67216 "Field Monitoring of Joint-Less" (2022). "Field Monitoring of Joint-Less Curved Integral Abutment Bridge in Nebraska" (2022) "Field Monitoring of Joint-Less Curved Integral Abutment Bridge in Nebraska" , 2022 Export RIS Citation Information.

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Ziaei, Ramin ;

Alhowaidi, Yusuf

2022-12-31

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The research objective of this project is to study the behavior of the curved full integral abutment bridge designed in Nebraska through field monitor...
Feasibility Study: Application of Steel Sheet Piles for the Abutment of Water-Crossing Bridges in Nebraska

CITE Title : Feasibility Study: Application of Steel Sheet Piles for the Abutment of Water-Crossing Bridges in Nebraska Creator(s) : Kim, Seunghee;Eun, Jongwan;Song, Chung R.;Sim, Chungwook ;Phi, Hung Van;Abualshar, Basil;Ziaei, Ramin; Corporate Creator(s) : University of Nebraska-Lincoln. Board of Regents Corporate Contributor(s) : Nebraska. Department of Transportation Published Date : 2023-05-01 Report Number : SPR-FY22(010) URL : /view/dot/72578 "Feasibility Study: Application of" (2023). "Feasibility Study: Application of Steel Sheet Piles for the Abutment of Water-Crossing Bridges in Nebraska" (2023) "Feasibility Study: Application of Steel Sheet Piles for the Abutment of Water-Crossing Bridges in Nebraska" , 2023 Export RIS Citation Information.

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Kim, Seunghee ;

Eun, Jongwan

2023-05-01

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The overall goal of this study is to investigate the anticipated performance of steel sheet-pile bridge abutments to encourage its wider application t...
Development of Guideline for the Use of Geosynthetics in Different Roadway Layered System in Nebraska

CITE Title : Development of Guideline for the Use of Geosynthetics in Different Roadway Layered System in Nebraska Creator(s) : Eun, Jongwan;Kim, Seunghee;Robertson, Daniel;Alhowaidi, Yusuf;Van, Hung;Ibdah, Laith;Owusu, Kenaz; Corporate Creator(s) : University of Nebraska--Lincoln;Nebraska Transportation Center; Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration;Nebraska. Department of Transportation; Published Date : 2024-01-01 Report Number : PR-FY21(002) URL : /view/dot/75300 "Development of Guideline for" (2024). "Development of Guideline for the Use of Geosynthetics in Different Roadway Layered System in Nebraska" (2024) "Development of Guideline for the Use of Geosynthetics in Different Roadway Layered System in Nebraska" , 2024 Export RIS Citation Information.

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Eun, Jongwan ;

Kim, Seunghee

2024-01-01

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This study evaluated the design properties of the geosynthetic reinforced soils for the roadway pavement and compared the reinforcing performance depe...
Feasibility Study: Application of Steel Sheet-Piles for the Abutment of Water-Crossing Bridges in Nebraska

CITE Title : Feasibility Study: Application of Steel Sheet-Piles for the Abutment of Water-Crossing Bridges in Nebraska Creator(s) : Kim, Seunghee;Eun, Jongwan;Song, Chung R.;Sim, Chungwook ;Phi, Hung Van;Abualshar, Basil;Ziaei, Ramin; Corporate Creator(s) : Nebraska Transportation Center;University of Nebraska--Lincoln. Dept. of Civil and Environmental Engineering; Corporate Contributor(s) : Nebraska. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2023-05-01 Report Number : SPR-FY22(010) URL : /view/dot/75255 "Feasibility Study: Application of" (2023). "Feasibility Study: Application of Steel Sheet-Piles for the Abutment of Water-Crossing Bridges in Nebraska" (2023) "Feasibility Study: Application of Steel Sheet-Piles for the Abutment of Water-Crossing Bridges in Nebraska" , 2023 Export RIS Citation Information.

:

Kim, Seunghee ;

Eun, Jongwan

2023-05-01

:

The overall goal of this study is to investigate the anticipated performance of steel sheet-pile bridge abutments to encourage its wider application t...
Assessing Performance of Geosynthetic Reinforced Pavement with a Large-Scale Tracking Wheel Test and Dynamic Cone Penetrometer

CITE Title : Assessing Performance of Geosynthetic Reinforced Pavement with a Large-Scale Tracking Wheel Test and Dynamic Cone Penetrometer Creator(s) : Eun, Jongwan;Kim, Seunghee;Song, Chung R.;Zhu, Jinying;Robertson, Daniel;Alhowaidi, Yusuf;Van, Hung;Ibdah, Laith;Owusu, Kenaz; Corporate Creator(s) : University of Nebraska Corporate Contributor(s) : University of Nebraska. Mid-America Transportation Center;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology;United States. Department of Transportation. University Transportation Centers (UTC) Program; Published Date : 2024-02-01 Report Number : 25-1121-0005-004-45 URL : /view/dot/77832 "Assessing Performance of Geosynthetic" (2024). "Assessing Performance of Geosynthetic Reinforced Pavement with a Large-Scale Tracking Wheel Test and Dynamic Cone Penetrometer" (2024) "Assessing Performance of Geosynthetic Reinforced Pavement with a Large-Scale Tracking Wheel Test and Dynamic Cone Penetrometer" , 2024 Export RIS Citation Information.

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Eun, Jongwan ;

Kim, Seunghee

2024-02-01

:

This study presents an evaluation of geosynthetic reinforced pavements using the Large-Scale Tracking Wheel (LSTW) Test. The performance of geosynthet...
Application of Microfiber Reinforcement to Weak Soils for Alternative Road Stabilization Strategy

CITE Title : Application of Microfiber Reinforcement to Weak Soils for Alternative Road Stabilization Strategy Creator(s) : Eun, Jongwan;Kim, Seunghee;Ibdah, Laith;Owusu, Kenaz; Corporate Creator(s) : University of Nebraska-Lincoln. Department of Civil and Environmental Engineering;University of Nebraska. Mid-America Transportation Center; Corporate Contributor(s) : United States. Department of Transportation. University Transportation Centers (UTC) Program;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology; Published Date : 2024-09-01 Report Number : 25-1121-0005-004-55 URL : /view/dot/77927 "Application of Microfiber Reinforcement" (2024). "Application of Microfiber Reinforcement to Weak Soils for Alternative Road Stabilization Strategy" (2024) "Application of Microfiber Reinforcement to Weak Soils for Alternative Road Stabilization Strategy" , 2024 Export RIS Citation Information.

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Eun, Jongwan ;

Kim, Seunghee

2024-09-01

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This report explores the application of microfiber reinforcement as an alternative strategy for stabilizing weak subgrade soils, particularly in roadw...
Application of Cementitious Materials and Fiber Reinforcement to Enhance Lime Stabilization for Nebraska Shale Soils

CITE Title : Application of Cementitious Materials and Fiber Reinforcement to Enhance Lime Stabilization for Nebraska Shale Soils Creator(s) : Eun, Jongwan;Kim, Seunghee;Song, Chung R.;Ibdah, Laith;Owusu, Kenaz; Corporate Creator(s) : University of Nebraska-Lincoln. Board of Regents Corporate Contributor(s) : Nebraska. Department of Transportation Published Date : 2025-02-01 Report Number : SPR-FY23(015) URL : /view/dot/84546 "Application of Cementitious Materials" (2025). "Application of Cementitious Materials and Fiber Reinforcement to Enhance Lime Stabilization for Nebraska Shale Soils" (2025) "Application of Cementitious Materials and Fiber Reinforcement to Enhance Lime Stabilization for Nebraska Shale Soils" , 2025 Export RIS Citation Information.

:

Eun, Jongwan ;

Kim, Seunghee

2025-02-01

:

Lime stabilization is a widely used technique to improve weak subgrades; however, its effectiveness under freeze-thaw cycles remains a critical challe...