Stress in fissured unbraced rocks and granular soils
โ Scribed by I. I. Kandaurov; R. A. Muller
- Publisher
- Springer
- Year
- 1967
- Tongue
- English
- Weight
- 320 KB
- Volume
- 3
- Category
- Article
- ISSN
- 1573-8736
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๐ SIMILAR VOLUMES
A function containing four parameters allowing close approximation of experimental stress-strain relationships is presented. The parameters are easily determined from corresponding conditions at the ends and inside of the total interval of the strain variation from zero strain up to failure strain.
The residual shear strength of the granular regoliths was found to have a mean value of 36 ยฐ . A model of microsliding is proffered to explain the shallow slides of granular material and the limiting equilibrium model gave threshold slopes of 36 ยฐ (dry state) and 22 ยฐ (saturated state). The slopes i