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Author:
MARIA PARDINI
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2002-06-13 |
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I need information about slope stabilization employing bored piles. Thank you
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Follow-up:
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Author:
Anton
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2002-07-01 |
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First you have to do slope stability analysis without the pile. You should be able to get a range of possible slip surfaces from this anaysis. Design the pile length such that the pile intersects all surface plus some allowance for extra embedment. Spacing will depend on size of pile and shear resistance needed for an acceptable factor of safety.
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Follow-up:
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Author:
Orfilos
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2003-01-17 |
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Use the Viggiani analysis (Napoli University)
based on his 1981 paper.
Deduce the FoS at existing conditions,
calculate the force/m run that you require
in order to enhnace the FoS to the levels
you set and then use the Viggiani method
implementing Broms ultimate lateral resistances
and shear forces in order to calculate
your piling schedule.
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Return
to subject 'Piling'
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Follow-ups:
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Subject:
slope stabilization 