Probabilistic Assessment of Cyclic Soil Straining in Fine-Grained Soils
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
This paper presents a probabilistically-based semi-empirical model for the assessment of cyclically-induced shear and post-cyclic volumetric (reconsolidation) straining of saturated fine-grained soils. Consolidated-undrained, strain-controlled static, and stress-controlled cyclic triaxial tests have been performed on undisturbed silty and clayey samples for the purpose of compiling a database composed of induced maximum cyclic shear and post-cyclic volumetric strains along with Atterberg limits, natural moisture content, undrained static shear strength. The maximum likelihood methodology is used to develop limit-state models incorporating the selected descriptive variables for the estimation of cyclically-induced soil straining. Results are summarized in the form of a semi-empirical stochastic model which enables the estimation of cyclically-induced maximum shear and post-cyclic volumetric straining as a function of liquid limit, plasticity index, natural moisture content, undrained shear strength, cyclic shear stresses.
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© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
ASCE Technical Topics:
- Engineering fundamentals
- Fine-grained soils
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Probability
- Saturated soils
- Shear strength
- Shear stress
- Soft soils
- Soil mechanics
- Soil properties
- Soil strength
- Soil stress
- Soil water
- Soils (by type)
- Strength of materials
- Stress (by type)
- Structural analysis
- Structural engineering
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