A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Computer-Aided Structural Engineering (CASE) Project: Hyperbolic Stress-Strain Parameters for Structured/Cemented Silts
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.
Computer-Aided Structural Engineering (CASE) Project: Hyperbolic Stress-Strain Parameters for Structured/Cemented Silts
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.
Computer-Aided Structural Engineering (CASE) Project: Hyperbolic Stress-Strain Parameters for Structured/Cemented Silts
T. D. Stark (author) / K. R. Daly (author) / R. M. Ebeling (author)
1996
141 pages
Report
No indication
English
Structural Analyses , Soil Sciences , Soil & Rock Mechanics , Stress strain relations , Cements , Silt , Hyperbolas , Test and evaluation , Compression , Degradation , Computer aided design , Loading(Handling) , Interactions , Parameters , Structures , Test methods , Saturation , Soils , Drainage , Anisotropy , Unloading , Triaxial stresses , Computer aided structural engineering , Drained , Cemented silts , Mohr-coulomb , Case(Computer aided structural engineering)
Stress-Strain Behavior of and Hyperbolic Parameters for Structured/Cemented Silts
| British Library Conference Proceedings | 2000
Hyperbolic Stress-Strain Parameters for Silts
| British Library Online Contents | 1994
Hyperbolic Stress-Strain Parameters for Silts
| Online Contents | 1994