Conventional slope stability analysis is usually based on the linear Mohr-Coulomb failure criterion utilizing the notion of safety factors with respect to shear strength, and one of the available slice methods. Failure criteria of most soils are not linear, and it is possible to show that this non-l
β¦ LIBER β¦
Evaluation of the Harvard Step Test with respect to factors of height and weight
β Scribed by Jack D. Reedy; George L. Saiger; Ralph H. Hosler
- Book ID
- 112386398
- Publisher
- Springer
- Year
- 1958
- Tongue
- English
- Weight
- 222 KB
- Volume
- 17
- Category
- Article
- ISSN
- 1439-6319
No coin nor oath required. For personal study only.
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