A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
This chapter contains sections titled:
Assumptions
Slope failure and base failure
Critical height of vertical banks
Stability factor and critical circle if ϕ = 0
Stability computations if ϕ = 0
Stability factor and critical circle if ϕ > 0
Stability computations if ϕ > 0
Correction for tension cracks
Composite surfaces of sliding
Failure of fills by spreading
Shearing stresses at the base of cohesionless fills
This chapter contains sections titled:
Assumptions
Slope failure and base failure
Critical height of vertical banks
Stability factor and critical circle if ϕ = 0
Stability computations if ϕ = 0
Stability factor and critical circle if ϕ > 0
Stability computations if ϕ > 0
Correction for tension cracks
Composite surfaces of sliding
Failure of fills by spreading
Shearing stresses at the base of cohesionless fills
Stability of Slopes
Terzaghi, Karl (author)
Theoretical Soil Mechanics ; 144-181
1943-01-01
38 pages
Article/Chapter (Book)
Electronic Resource
English
| Engineering Index Backfile | 1959
| Engineering Index Backfile | 1966
| Wiley | 2009
| British Library Conference Proceedings | 1995
| Engineering Index Backfile | 1949