Probabilistic models for the assessment of cyclic soil straining in fine-grained soils

Date

2008-05-28

Author

Bilge, Habib Tolga
Çetin, Kemal Önder

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URI

https://hdl.handle.net/11511/92510

Conference Name

Geotechnical Earthquake Engineering and Soil Dynamics IV

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Department of Music and Fine Arts, Conference / Seminar

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Probabilistic models for the assessment of cyclic soil deformations Bilge, Habib Tolga; Çetin, Kemal Önder (null; 2006-12-01) A maximum likelihood framework for probabilistic assessment of post cyclic deformations is described. A database, consisting of cyclic laboratory test results including maximum shear strains in conjunction with relative density, number of stress (strain) cycles and "index" test results is used for the development of probabilistically-based post cyclic deformation correlations. For this purpose series of stress controlled cyclic triaxial tests were performed on laboratory constituted clean sand specimens con...
Probabilistic assessments of void ratio limits and their range for cohesionless soils Çetin, Kemal Önder; Ilgaç, Makbule (2021-03-01) The void ratio limits and their range are mostly governed by their grain size, distribution, particle shape and fabric for cohesionless soils. For the purpose of developing a probability-based predictive model, a database, which consists of minimum and maximum void ratios, their range, as well as particle morphology (roundness, sphericity), size and distribution (mean grain size, fines content and coefficient of uniformity) parameters, is compiled. A set of predictive models, which use the combinations of C...
Probabilistic methods for estimating the seismic deformations of underground structures Soyman, Kadir Buğra; Gülerce, Zeynep; Department of Civil Engineering (2018) In seismic design of underground structures, simplified semi-deterministic methods based on the stiffness of the soil and the underground structure are used to estimate the seismic deformations. Generally, peak ground acceleration (PGA) value for different hazard levels are provided by the probabilistic seismic hazard assessment (PSHA) analysis, but a single (and deterministic) PGA value is employed in deformation calculations. The objective of this study is to propose a fully probabilistic framework for es...

Citation Formats

H. T. Bilge and K. Ö. Çetin, “Probabilistic models for the assessment of cyclic soil straining in fine-grained soils,” presented at the Geotechnical Earthquake Engineering and Soil Dynamics IV, California, Amerika Birleşik Devletleri, 2008, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92510.