Technical note on the determination of tangent stiffness parameters from soil test data

Author:

Atkinson J.H.,Richardson D.,Woods R.I.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference8 articles.

1. The use of a variable shear modulus in elastic-plastic models for clays;Houlsby;Computers and Geotechnics,1985

2. The Mechanics of Soil;Atkinson,1978

3. A general function for stress-strain curves;Desai,1976

4. A hydraulic triaxial apparatus for controlled stress path testing;Bishop;Geotechnique,1975

5. Developments in microcomputer controlled stress path testing equipment for measurement of soil parameters;Atkinson;Ground Engineering,1985

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2. Small-Strain Shear Modulus of Cement-Admixed Kaolinite;Geotechnical and Geological Engineering;2011-10-11

3. Small-Strain Shear Moduli of Chemically Stabilized Sulfate-Bearing Cohesive Soils;Journal of Geotechnical and Geoenvironmental Engineering;2006-03

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