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b- Determine the minimum FOS for cu-65 kPa, ou-0, y-19 kN/m³ if slope angle is 45° and no hard stratum exists below the slope. the slin mass into a number

b- Determine the minimum FOS for cu-65 kPa, ou-0, y-19 kN/m³ if slope angle is 45° and no hard stratum exists below the slope. the slin mass into a number

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Plz, answer what you have been asked in the question parts `b` and `c`

 

 

 

Geotechnical Engineering-2

V b- Determine the minimum FOS for cu-65 kPa, qu-0, y=19 kN/m³ if slope angle is 45° and no hard stratum exists below the slope. To solve the slope stability problem for a c-p Soil, why it is important to divide the slip mass into a number of slices, where as for ou-0 soil, no slices are required. Explain?
Transcribed Image Text:V b- Determine the minimum FOS for cu-65 kPa, qu-0, y=19 kN/m³ if slope angle is 45° and no hard stratum exists below the slope. To solve the slope stability problem for a c-p Soil, why it is important to divide the slip mass into a number of slices, where as for ou-0 soil, no slices are required. Explain?
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