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

Conference Name

10th International Congress on Advances in Civil Engineering

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Cyclic volumetric and shear strain responses of fine-grained soils Bilge, Habib Tolga; Çetin, Kemal Önder; Department of Civil Engineering (2010) 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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Cyclic behavior of unidirectional and cross-ply titanium matrix composites Neu, R.W.; Çöker, Demirkan; Nicholas, T. (1996-01-01) Relatively simple and efficient micromechanical models are used to obtain the uniaxial response of SCS-6/Timetal 21S with [0](4) and [0/90](s) laminates when subjected to isothermal and thermomechanical fatigue (TMF) loadings. Features of the modeling that are required to obtain the accurate deformation behavior for this class of materials under these loadings are highlighted. To this end, a comparison is made between the concentric cylinder model and the uniaxial stress model for representing the [0] lamin...
Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands Çetin, Kemal Önder (American Society of Civil Engineers (ASCE), 2012-03-01) 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, ...

Citation Formats

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.