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Performance-Based Seismic Assessment of Slope Systems Read chapter Read first chapter

2022 | OriginalPaper | Chapter

Development of the Earthquake Geotechnical Engineering (EGE) in ISSMGE

Author : Kenji Ishihara

Published in: Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

Publisher: Springer International Publishing

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Abstract

After the original studies at the University of California led by H.B. Seed and I.M. Idriss, the study of EGE was introduced to ISSMFE in 1985 as one of the activities of a technical committee (TC) of ISSMFE. Since then, it has grown to an area of importance through the activities of TC-4 (1985 – 2009) and TC-203 (2009-present).

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previous chapter Seismic Response of Offshore Wind Turbine Supported by Monopile and Caisson Foundations in Undrained Clay
next chapter Transient Loading Effects on Pore Pressure Generation and the Response of Liquefiable Soils
Literature
1.
Tatsuoka, F., Ishihara, K.: Yielding of sand in triaxial compression. Soils Found. 14(2), 63–76 (1974)CrossRef
2.
Gutierrez, M., Ishihara, K., Towhata, I.: Flow theory for sand during rotaion of principal stress direction. Soils Found. 31(4), 121–132 (1991)
3.
Ishihara, K.: Soil response in cyclic loading induced by earthquakes, traffic and waves. In: Proceedings of the 7th Asion Regional Conference on Soil Mechanics and Foundation Engineering, Haifa, Israel, vol. 2, pp. 42–66 (1983)
Metadata
Title
Development of the Earthquake Geotechnical Engineering (EGE) in ISSMGE
Author
Kenji Ishihara
Copyright Year
2022
Book
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

Print ISBN: 978-3-031-11897-5

Electronic ISBN: 978-3-031-11898-2

Copyright Year: 2022

DOI
https://doi.org/10.1007/978-3-031-11898-2_4