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https://hdl.handle.net/11681/10972
Title: | Hyperbolic stress-strain parameters for structured/cemented silts |
Authors: | University of Illinois at Urbana-Champaign Computer-Aided Structural Engineering Project (U.S.) Stark, Timothy D. Daly, Kenneth R. Ebeling, Robert M., 1954- |
Keywords: | Elasticity modulus Finite element method Soil-structure interaction Structured/cemented silt Undisturbed silt Soil mechanics |
Publisher: | Information Technology Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Technical report (U.S. Army Engineer Waterways Experiment Station) ; ITL-96-8. |
Description: | Technical Report Abstract: This report describes the research completed under the project titled "Soil-Structure Interaction Parameters for Structured Silts." The main objective of this research was to characterize the drained stress-strain behavior of naturally occurring structured/cemented silts. The results of this research were used to develop recommendations for hyperbolic stress-strain and Mohr-Coulomb shear strength parameters for use in soil-structure interaction analyses involving structured/cemented silts. This research utilized extensive oedometer and isotropically consolidated-drained triaxial compression tests on structured/cemented and reconstituted specimens to evaluate the importance of the structure/cementation on the stress-strain behavior and anisotropy of silts. Triaxial compression tests were also conducted on structured/cemented and reconstituted specimens at the natural degree of saturation and after laboratory saturation to investigate the effect of inundation on the drained stress-strain behavior of silts. In addition, unload/reload triaxial compression tests were conducted to estimate the unload/reload modulus and the effect of unloading/reloading on the degradation of the structure/cementation of silt. This report summarizes the test procedures, test results, and the resulting hyperbolic stress-strain and Mohr-Coulomb shear strength parameters for structured/cemented and reconstituted silt. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/10972 |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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TR-ITL-96-8.pdf | 19.22 MB | Adobe PDF | View/Open |