Geo11
Geotechnical
- Jan 26, 2011
- 4
- 0
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I have very simple question, my head is not working
How to get Shear value or Anchor force to put in slope stability anaalusis.
My concept- for Pile Pasive resistance from downward slope soil above failure plane (if failure plane is specified)? What if u ingore such soil resistance ? No pile shear value ?
How to get Shear value or Anchor force to put in slope stability anaalusis.
My concept- for Pile Pasive resistance from downward slope soil above failure plane (if failure plane is specified)? What if u ingore such soil resistance ? No pile shear value ?