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- W2324408148 abstract "A comprehensive research program was recently completed to evaluate variability and uncertainty in geotechnical design parameters, including those used for consolidation and settlement analyses. Numerous one-dimensional consolidation tests were conducted following incremental load and constant rate of strain loading procedures for specimens obtained from four different sites using state of the practice and state of the art sampling techniques. The four sites included two soft clay sites, one soft silt site, and a stiff silt/clay site. Laboratory consolidation tests were conducted on specimens from each site to determine compression and recompression indices, preconsolidation stress, and coefficients of consolidation. Results from different sampling and testing methods are compared to draw conclusions regarding the variability and uncertainty associated with consolidation parameters obtained following different sampling and testing protocols. State of the art boring, sampling, and testing methods were found to produce lower values of preconsolidation stress, greater values of compression index, and similar values of recompression index and coefficient of consolidation compared with results from state of the practice methods for the three soft soil sites. Variability and uncertainty in consolidation parameters determined from state of the art methods were also found to be notably less than the variability and uncertainty established using state of the practice methods for the soft soil sites while the variability and uncertainty in consolidation parameters for the stiff soil site were similar for both state of the art and state of the practice methods." @default.
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- W2324408148 date "2014-02-24" @default.
- W2324408148 modified "2023-09-25" @default.
- W2324408148 title "Variability and Uncertainty in Consolidation and Settlement Parameters from Different Sampling and Testing Methods" @default.
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- W2324408148 doi "https://doi.org/10.1061/9780784413265.027" @default.
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