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Cyclic shear strain response of fine-grained soils
Date
2012-10-19
Author
Bilge, Habib Tolga
Çetin, Kemal Önder
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https://hdl.handle.net/11511/92729
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10th International Congress on Advances in Civil Engineering
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Although silt and clay mixtures were mostly considered to be resistant to cyclic loading due to cohesional components of their shear strength, ground failure case histories compiled from fine grained soil profiles after recent earthquakes (e.g. 1994 Northridge, 1999 Adapazarı, 1999 Chi-Chi) revealed that the responses of low plasticity silt and clay mixtures are also critical under cyclic loading. Consequently, understanding the cyclic response of these soils has become a recent challenge in geotechnical ea...
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H. T. Bilge and K. Ö. Çetin, “Cyclic shear strain response of fine-grained soils,” presented at the 10th International Congress on Advances in Civil Engineering, Ankara, Türkiye, 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92729.