Yi Zhao
This is a likely match — the affiliation was inferred from OpenAlex, ORCID, and web sources but has not been fully confirmed. Treat with appropriate caution.
Geotechnical Engineer
Also affiliated: Southwest Jiaotong University (2014)
Research Areas
Links
Biography and Research Information
OverviewAI-generated summary
Yi Zhao's research focuses on geotechnical engineering principles, including the study of soil behavior and its applications in civil infrastructure. Zhao has investigated the mechanical properties of soils, particularly in relation to foundation design and slope stability. Work has involved laboratory testing and numerical modeling to understand subsurface conditions and their impact on structural integrity.
Metrics
- h-index: 4
- Publications: 10
- Citations: 49
Positions
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Geotechnical Engineer 2016–presentGeotechnical & Testing Services, Inc Department of Geotechnical Engineering ORCID
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Geotechnical Engineer publications 2014–2020University of Arkansas at Fayetteville ORCID
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Teaching Assistant 2016University of Arkansas Fayetteville Civil Engineering ORCID
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Research Assistant 2012–2015University of Arkansas Fayetteville Civil Engineering ORCID
Selected Publications
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Soil Fabric and Anisotropy as Observed Using Bender Elements during Consolidation (2020)
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Small-Strain and Large-Strain Modulus Measurements with a Consolidation Device (2018)
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Numerical Analysis of the Effects of the Wind Velocity Amplification Factor on the Height of Buildings (2016)
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Back-Pressure Saturated Constant-Rate-of-Strain Consolidation Device With Bender Elements: Verification of System Compliance (2016)
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Discussion of “Measurement of Stiffness Anisotropy in Kaolinite Using Bender Element Tests in a Floating Wall Consolidometer” by X. Kang, G.-C. Kang, and B. Bate (2014)
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Tunneling-Induced Settlement Evaluation for Underneath Existing Tunnel (2014)
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Tunneling-Induced Settlement Evaluation for New Tunnel Underneath Existing Tunnel (2014)
Collaboration Network
Top Collaborators
- Soil Fabric and Anisotropy as Observed Using Bender Elements during Consolidation
- Small-Strain and Large-Strain Modulus Measurements with a Consolidation Device
- Back-Pressure Saturated Constant-Rate-of-Strain Consolidation Device With Bender Elements: Verification of System Compliance
- Discussion of “Measurement of Stiffness Anisotropy in Kaolinite Using Bender Element Tests in a Floating Wall Consolidometer” by X. Kang, G.-C. Kang, and B. Bate
- Tunneling-Induced Settlement Evaluation for New Tunnel Underneath Existing Tunnel
- Tunneling-Induced Settlement Evaluation for Underneath Existing Tunnel
- Soil Fabric and Anisotropy as Observed Using Bender Elements during Consolidation
- Small-Strain and Large-Strain Modulus Measurements with a Consolidation Device
- Discussion of “Measurement of Stiffness Anisotropy in Kaolinite Using Bender Element Tests in a Floating Wall Consolidometer” by X. Kang, G.-C. Kang, and B. Bate
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