Lee, Seung-Rae

Prof. Emer.

  • Major

    Geotechnical Engineering

  • Degree

    Ph.D, Geotechnical Engin., Stanford Univ.

  • Home Page

    geotech.kaist.ac.kr/

  • Office

    W16 206

  • Tel

    +82-42-350-3617

  • Fax

    +82-42-350-3610

  • E-mail

    srlee@kaist.ac.kr

  • Track

    Geotechnical

The geotechnical engineering laboratory at KAIST is one of leading research group in geotechnical engineering. We are dedicated to producing engineers who are able to compete internationally, and who have intelligence as well as a refined social conscience. Our studies are focused on the analysis, design, construction, and maintenance of ground structures related to soft-clay and unsaturated weathered soils. Our main target structures are embankments on soft-clay, earth dams, and slope structures. Especially, we aim to develop an optimum system for the analysis, design, reinforcement, and maintenance of complicated ground structures. We not only perform fundamental researches related to the stress-strain behavior characteristics of the soil materials, but also develop numerical analysis techniques and softwares for the analysis and design of related ground structures.

Education
∙ B.S. Civil Engineering, Yonsei University (1982)
∙ M.S. Geotechnical Engineering, Yonsei University (1984)
∙ M.S. Geotechnical Engineering, Stanford University (1985)
∙ Ph.D. Geotechnical Engineering, Stanford University (1989)
Career
∙ 1989~present Professor, Dept. of Civil & Env. Eng., KAIST
∙ 1996~1997 Visiting Scholar, Dept. of Civil Eng., Stanford Univ.
∙ 2001~present Secretary of US Geotechnical Society
∙ 2001~present Secretary of Korean Geotechnical Society
∙ 2014~present Visiting Scholar, Dept. of Civil Eng., DTU
Main Research Field
∙ Analysis and design technologies for geo-structures using computer simulations
∙ Stability analysis of slopes due to rainfall infiltration
∙ Analysis and design technologies for underground flow
∙ Analysis and design technologies for reinforces geo-structure
∙ Analysis and design technologies for soft clay deposits