Fundamental Study on Laboratory Test Method for Setting Parameters of Effective Stress Analysis

Author:

Yamamoto Masanori,Ibuki Ryuichi,Yamauchi Yasutomo,Kanzawa Taku,Izawa Jun

Publisher

Springer International Publishing

Reference7 articles.

1. Railway Technical Research Institute: The Design Standards for Railway Structures and Commentary (Seismic Design), Supervised by Ministry of Land, Infrastructure and Transportation, Maruzen, Japan (2012). (in Japanese)

2. Nogami, Y., Murono, Y., Morikawa, H.: Nonlinear hysteresis model taking into account S-shape hysteresis loop and its standard parameters. In: Proceedings of 15th World Conference on Earthquake Engineering (2012)

3. Izawa, J., Suzuki, A., Toyooka, A., Kojima, K., Murono, Y.: Deformation properties of soils for a nonlinear dynamic response analysis. In: 7th International Conference on Geotechnical Earthquake Engineering (2019)

4. Tatsuoka, F., Shibuya, S.: Deformation characteristics of soils and rocks from field and laboratory tests. In: Proceedings of 9th Asian Regional Conference on Soil Mechanics and Foundation Engineering (1992)

5. Fukutake, K., Ohtsuki, A., Sato, M., Shamoto, Y.: Analysis of saturated dense sand-structure system and comparison with results from shaking table test. Earthq. Eng. Struct. Dyn. 19(7), 977–992 (1990)

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