Author: Robert L. Kondner
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
Void Ratio Effects on the Hyperbolic Stress-strain Response of a Sand
Laboratory Shear Testing of Soils
Author: Symposium on Laboratory Shear Testing of Soils, Ottawa 1963
Publisher: ASTM International
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 524
Book Description
Publisher: ASTM International
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 524
Book Description
Laboratory Shear Testing of Soils
Author: American Society for Testing and Materials
Publisher: ASTM International
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 509
Book Description
Publisher: ASTM International
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 509
Book Description
Finite Element Analyses of Stresses and Movements in Embankments During Construction
Author: Fred H. Kulhawy
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 174
Book Description
The objective of this investigation was to develop procedures for conducting finite element analyses of stresses and movements in embankments during construction. The procedures developed involve incremental analyses, simulating successive stages during construction of the embankment, and employ nonlinear stress-strain parameters determined from the results of laboratory tests. Previous studies of the nonlinear, stress-dependent stress-strain behavior of soils were extended during this investigation to include variations of Poisson's ratio values as well as modulus values for use in incremental analyses. In order to examine the suitability of these procedures for representing the stress-strain characteristics of a wide variety of soils under both drained and undrained test conditions, the procedures were applied to 46 different soils, ranging from cobble sizes to highly plastic clays, for which stress-strain information had been published or was available from other sources. In each case it was found that the simple procedures developed for representing nonlinear, stress-dependent soil stress-strain behavior were convenient and provided reasonably accurate representations of the actual soil behavior. (Author).
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 174
Book Description
The objective of this investigation was to develop procedures for conducting finite element analyses of stresses and movements in embankments during construction. The procedures developed involve incremental analyses, simulating successive stages during construction of the embankment, and employ nonlinear stress-strain parameters determined from the results of laboratory tests. Previous studies of the nonlinear, stress-dependent stress-strain behavior of soils were extended during this investigation to include variations of Poisson's ratio values as well as modulus values for use in incremental analyses. In order to examine the suitability of these procedures for representing the stress-strain characteristics of a wide variety of soils under both drained and undrained test conditions, the procedures were applied to 46 different soils, ranging from cobble sizes to highly plastic clays, for which stress-strain information had been published or was available from other sources. In each case it was found that the simple procedures developed for representing nonlinear, stress-dependent soil stress-strain behavior were convenient and provided reasonably accurate representations of the actual soil behavior. (Author).
Incremental Stress-strain Relations for Sand
Geotechnical Engineering
Author: Renato Lancellotta
Publisher: CRC Press
ISBN: 1482265931
Category : Technology & Engineering
Languages : en
Pages : 520
Book Description
Suitable for undergraduates in geotechnical engineering and for use by graduate students, this book explores not only the basics but also several advanced aspects of soil behaviour. Readers gain a good grasp of applied mechanics, testing and experimentation, and methods for observing real structures. Numerous worked examples are included, as is essential reading for students at the end of each chapter.Selected contents:1. Nature and composition of soils 2. Principles of continuum mechanics 3. Constitutive models 4. The porous medium 5. Mechanical behaviour of soils 6. Flow in porous media 7. In situ investigations 8. The collapse of soil structures 9. Performance and serviceability o
Publisher: CRC Press
ISBN: 1482265931
Category : Technology & Engineering
Languages : en
Pages : 520
Book Description
Suitable for undergraduates in geotechnical engineering and for use by graduate students, this book explores not only the basics but also several advanced aspects of soil behaviour. Readers gain a good grasp of applied mechanics, testing and experimentation, and methods for observing real structures. Numerous worked examples are included, as is essential reading for students at the end of each chapter.Selected contents:1. Nature and composition of soils 2. Principles of continuum mechanics 3. Constitutive models 4. The porous medium 5. Mechanical behaviour of soils 6. Flow in porous media 7. In situ investigations 8. The collapse of soil structures 9. Performance and serviceability o
Transactions of the ... Conference of Army Mathematicians
Contract Report S.
Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 344
Book Description
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 344
Book Description
The Stress-strain and Strength Characteristics of Cohesionless Soils
Author: Poul Vestergaard Lade
Publisher:
ISBN:
Category :
Languages : en
Pages : 1640
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 1640
Book Description
Applications of the Finite Element Method in Geotechnical Engineering
Author: Chandrakant S. Desai
Publisher:
ISBN:
Category : Engineering mathematics
Languages : en
Pages : 528
Book Description
Publisher:
ISBN:
Category : Engineering mathematics
Languages : en
Pages : 528
Book Description