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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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Semiempirical probabilistic models are described to assess cyclic large strain and induced excess pore-water pressure responses of fully saturated clean sands. For this purpose, available cyclic simple shear and triaxial tests were compiled and studied. The resulting r(u) versus gamma, and gamma versus N databases are composed of 101 and 84 cyclic test data, respectively. Key parameters of the proposed r(u) and gamma models are defined as critical shear strain, relative density, effective confining stress, ...
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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.