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https://hdl.handle.net/11681/10972
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DC Field | Value | Language |
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dc.contributor | University of Illinois at Urbana-Champaign | - |
dc.contributor | Computer-Aided Structural Engineering Project (U.S.) | - |
dc.contributor.author | Stark, Timothy D. | - |
dc.contributor.author | Daly, Kenneth R. | - |
dc.contributor.author | Ebeling, Robert M., 1954- | - |
dc.date.accessioned | 2016-06-20T14:08:58Z | - |
dc.date.available | 2016-06-20T14:08:58Z | - |
dc.date.issued | 1996-08 | - |
dc.identifier.uri | http://hdl.handle.net/11681/10972 | - |
dc.description | Technical Report | - |
dc.description | 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. | - |
dc.publisher | Information Technology Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1035060 | - |
dc.relation.ispartofseries | Technical report (U.S. Army Engineer Waterways Experiment Station) ; ITL-96-8. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Elasticity modulus | - |
dc.subject | Finite element method | - |
dc.subject | Soil-structure interaction | - |
dc.subject | Structured/cemented silt | - |
dc.subject | Undisturbed silt | - |
dc.subject | Soil mechanics | - |
dc.title | Hyperbolic stress-strain parameters for structured/cemented silts | - |
dc.type | Report | en_US |
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 |