## Abstract The method of slices commonly used for estimating static stability of natural slopes and embankments is extended to include the dynamic effects due to earthquake loading. The equation of motion of a typical slice along a path different from its base is derived. The calculations of displ
STABLE — Slope stability analysis system
✍ Scribed by T.S. Ingold
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 178 KB
- Volume
- 12
- Category
- Article
- ISSN
- 0266-1144
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