Microscopic Study of Factors Affecting Liquefaction Strength under Anisotropic Conditions
Author:
Affiliation:
1. Kyoto University
2. MAEDA Corporation
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/46/10_v10.OS-35-03/_pdf
Reference9 articles.
1. 1) Arthur, J. R. F., Del C, J. I. R., Dunstan, T., & Chua, K. S. (1980). Principal Stress Rotation: A Missing Parameter. Journal of the Geotechnical Engineering Division, 106(4), 419–433. https://doi.org/10.1061/ajgeb6.0000946
2. 2) Hyodo, M., Murata, H., Yasufuku, N., & Fujii, T. (1991). Undrained Cyclic Shear Strength and Residual Shear Strain of Saturated Sand by Cyclic Triaxial Tests. Soils and Foundations, 31(3), 60–76. https://doi.org/10.3208/sandf1972.31.3_60
3. 3) Ishihara, K., Yamazaki, A., & Haga, K. (1985). Liquefaction of K0-Consolidated Sand Under Cyclic Rotation of Principal Stress Direction With Lateral Constraint. Soils and Foundations, 25(4), 63–74. https://doi.org/10.3208/sandf1972.25.4_63
4. 4) Ishihara, K., & Yasuda, S. (1975). Sand Liquefaction In Hollow Cylinder Torsion Under Irregular Excitation. Soils and Foundations, 15(1), 45–59. https://doi.org/10.3208/sandf1972.15.45
5. 5) Mao, X., & Fahey, M. (2003). Behaviour of calcareous soils in undrained cyclic simple shear. Geotechnique, 53(8), 715–727. https://doi.org/10.1680/geot.2003.53.8.715
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