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- W2507002774 abstract "This study was conducted to evaluate the procedures for estimating design soil properties from in-situ tests. A database for sites in clay was developed to determine the degree of linkage between the measured in-situ piezocone tip resistance and undrained shear strength determined from triaxial CIUC, triaxial UU, and vane shear tests. A soil profile model was presented that accounts for the variability of a soil parameter. This model was employed to estimate statistically the natural geologic variability and measurement error in the cone tip resistance. The natural geologic variability was described by the correlation distance, which is the distance within which a soil parameter is considered to be correlated, and outside which it is considered to be uncorrelated. The average vertical correlation distance was found to be on the order of 0.3 m (1 ft). The coefficient of variation of the measurement error in the cone tip resistance was evaluated, and comparisons were favorable with previously reported results in the literature. Lastly, transformation models were established between the reference undrained shear strengths and the corrected cone tip resistance. These relationships were found to be linear with a zero intercept, which is consistent with current practice. These studies illustrate that themore » empirical relationships used in current practice are, in principle, valid for transformation models between an in-situ measurement and a needed soil design parameter. Further work should build upon the relationships given in the EPRI Soil Properties Manual (EL-6800). 125 refs.« less" @default.
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- W2507002774 date "1992-01-01" @default.
- W2507002774 modified "2023-09-24" @default.
- W2507002774 title "Reliability-based foundation design for transmission line structures. Volume 4, Transformation models for in-situ tests: Final report" @default.
- W2507002774 hasPublicationYear "1992" @default.
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