PHD at Hohai University, China
Yaru Lv is a Professor at Hohai University, China, specializing in geotechnical engineering. She holds MSc and PhD degrees from Hohai University and has authored nearly 50 papers in leading journals. Her research focuses on the dynamic behavior of soil at medium to high strain rates, rate-dependent theory, and numerical simulation. Yaru Lv has secured funding from three National Natural Science Foundation projects and is recognized under the Hong Kong Scholars Program and the Young Elite Scientist Sponsorship. She contributes extensively to the field through innovative laboratory techniques and the development of advanced constitutive models. Particle strain
Professional Profiles
Academic and Professional Background
Yaru Lv is a Professor at Hohai University, China, specializing in geotechnical engineering. She earned her MSc and PhD degrees in Geotechnical Engineering from Hohai University. With an extensive academic career, she has published nearly 50 papers in renowned journals such as Journal of Geotechnical and Geoenvironmental Engineering (ASCE) and Acta Geotechnica, and holds an impressive citation index of 1303 with an h-index of 18. Particle strain
Research Focus
Based on the research publications of Yaru Lv, her work primarily focuses on geotechnical engineering, particularly in the areas of pile foundations and soil-structure interactions. Her studies include extensive numerical analyses and field tests investigating topics such as the stress transfer mechanisms in X-section pile composite foundations, torsional dynamic responses of large-diameter pipe piles, and the load transfer mechanisms of pile groups. Lv’s research also delves into comparative studies of different pile configurations (e.g., Y-shaped vs. circular floating piles) and the effects of geometric variations on pile behavior. Overall, her contributions significantly advance understanding in geotechnical engineering practices and theoretical frameworks. Particle strain
Publications
- Comparative study of coral sand and silica sand in creep under general stress states, Publication date: 2016.
- An analytical solution for load transfer mechanism of XCC pile foundations, Publication date: 2015.
- Comparative study of Y-shaped and circular floating piles in consolidating clay, Publication date: 2016.
- Geometric Effects on Piles in Consolidating Ground: Centrifuge and Numerical Modeling, Publication date: 2017.
- Geometrical effects on the load transfer mechanism of pile groups: three-dimensional numerical analysis, Publication date: 2017.
- Mechanism of Downdrag for Floating H-Pile Subjected to Surcharge, Publication date: 2017.
- A FUNDAMENTAL STUDY OF THE PERFORMANCE OF X-SECTION CAST-IN-PLACE CONCRETE SINGLE PILES, Publication date: 2016.
- Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation, Publication date: 2014.
- A modified analytical solution of soil stress distribution for XCC pile foundations, Publication date: 2014.
- Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil, Publication date: 2014.
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