Axial Stress-Strain Characteristics of Sand

by Herbert Breth, Prof., Dr.-Ing.; Inst. für Bodenmechanik und Grundbau, Technische Hochschule, Darmstadt, West Germany,
Ernst Schuster, Ingenieur-Büro Zettl, Giessen, West Germany,
Prabhakar Pise, Lect. in Civ. Engrg.; Indian Inst. of Tech., Kharagpur, India,

Serial Information: Journal of the Soil Mechanics and Foundations Division, 1973, Vol. 99, Issue 8, Pg. 617-632

Document Type: Journal Paper

Discussion: Daniel Arthur W. T. (See full record)

Abstract: Elastic properties of two types of sand are studied in triaxial compression tests under anisotropic loading conditions. Parabolic functions based on experimental stress-strain curves are utilized for functional representation of nonlinear stress-strain curves, Young's modulus, and Poisson's ratio which are required for the nonlinear stress deformation analysis of soil media. It is observed that the elastic properties are not only functions of the type and state of the soil but depend on the stress paths and the stress ratios.

Subject Headings: Stress strain relations | Axial forces | Soil analysis | Soil stress | Elastic analysis | Soil compression | Triaxial tests |

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