Author: Poul V. LadePublisher:
ISBN:
Category :
Languages : de
Pages : 140
Book Description
Three-dimensional stress-strain behaviour and modeling of soils
Author: Poul V. LadeThree-dimensional Stress-strain Behavior and Modeling of Soils
Author: Poul V. LadePublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 140
Book Description
Three Dimensional Stress-strain Behavior of Soils in the Danish Rigid Boundary True Triaxial Apparatus
Author: Ulrik PraastrupA Three-dimensional Effective Stress Model for Cyclicly Loaded Granular Soils
Author: Robert Riggs YoungPublisher:
ISBN:
Category : Soil dynamics
Languages : en
Pages : 670
Book Description
Three Dimensional Stress-strain Behavior of Cohesionless Material Subjected to High Strain Rate
Author: Antonio E. AbrantesPublisher:
ISBN:
Category : Granular materials
Languages : en
Pages : 146
Book Description
Three Dimensional Stress-strain Soil Apparatus
Author: Robert Daniel HurleyPublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 264
Book Description
Soil Stress-Strain Behavior: Measurement, Modeling and Analysis
Author: Hoe I. LingPublisher: Springer Science & Business Media
ISBN: 1402061463
Category : Science
Languages : en
Pages : 989
Book Description
The material in this work is focused on recent developments in research into the stress-strain behavior of geomaterials, with an emphasis on laboratory measurements, soil constitutive modeling and behavior of soil structures (such as reinforced soils, piles and slopes). The latest advancements in the field, such as the rate effect and dynamic behavior of both clay and sand, behavior of modified soils and soil mixtures, and soil liquefaction are addressed.
The SMP Concept-Based 3D Constitutive Models for Geomaterials
Author: Hajime MatsuokaPublisher: CRC Press
ISBN: 148226580X
Category : Science
Languages : en
Pages : 160
Book Description
The Cam-Clay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. The SMP failure criterion is the most reasonable three-dimensional extension of the Mohr-Coulomb failure criterion from the point of view of its physical meaning, mathematical expres
Three-dimensional Stress-strain Relationships of Unsaturated Soil Under Different Stress Paths
Author: Mozammel Haque KhanPublisher:
ISBN:
Category : Stress-strain curves
Languages : en
Pages : 474
Book Description
Stress-strain-time Behavior of Soil in One Dimensional Compression
Author: Robert V. WhitmanPublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 564
Book Description
Ground motion prediction formulas based upon elastic wave propagation in one-dimension (no strain transverse to the propagation direction) have been used widely in protective construction work. Actual soil materials exhibit many deviations from elastic behavior. This report assesses the probable influence of these non-elastic effects upon the accuracy of the above-mentioned prediction formulas, and upon the question of stress attenuation with depth. Three different models of soil behavior are assumed: a standard 3-element visco-elastic model (spring in series with spring-dashpot combination); a compacting model (straight line loading and unloading curves); and an ''elastic'' model in which any arbitrary shape may be assigned to the loading stress-strain curve. This report deals primarily with the first of these three models; the possible significance and probable importance of the third model are discussed briefly. By combining the theoretical and experimental results, it is shown that the elastic ground motion prediction formulas are generally valid (for cases where it is appropriate to think of one-dimensional motion); i.e. the possible effects of viscosity and inelasticity are no greater than uncertainties as to the order of magnitude of the compressibility of an in situ soil mass. (Author).