Author: Timothy D. StarkPublisher:
ISBN:
Category : Silt
Languages : en
Pages : 22
Book Description
Hyperbolic Stress-strain Parameters for Silts
Author: Timothy D. StarkPublisher:
ISBN:
Category : Silt
Languages : en
Pages : 22
Book Description
Soil-structure Interaction Parameters for Structured/cemented Silts
Author: Timothy D. StarkPublisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 130
Book Description
Hyperbolic Stress-strain Parameters for Structured/cemented Silts
Author: Timothy D. StarkPublisher:
ISBN:
Category : Differential equations, Hyperbolic
Languages : en
Pages : 136
Book Description
Hyperbolic stress-strain parameters for nonlinear finite element analyses of stresses and movements in soil masses
Author: Kai Sin WongPublisher:
ISBN:
Category : SP-1 (Computer program)
Languages : en
Pages : 90
Book Description
Computer-Aided Structural Engineering (CASE) Project: Hyperbolic Stress-Strain Parameters for Structured/Cemented Silts
Author: Publisher:
ISBN:
Category :
Languages : en
Pages : 141
Book Description
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.
Hyperbolic Stress-strain Parameters for Nonlinear Finite Element Analyses of Stresses and Movemements in Soil Masses
Author: Kai S. WongPublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 303
Book Description
Author: 
Author: Robert L. Kondner
Author: Robert L. Kondner
Author: