Page 60 - Demo
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Cross Section A-A
Static Loading
Fill
Low Plasticity Silt High Plasticity Silt Sand
c’=0, Phi-30 degrees, Gamm=16kN/m3 c=5kpa, Phi=30 degrees, Gamma=16kN/m3
Ru-= 0.1
Factor of safety = 1.48
Fill Sand
Low Plasticity Silt High Plasticity Silt
c’=10kpa, Phi=30 degrees, Gamma= 16kN/m3 c’=0, Phi=35 degrees, Gamma=14kN/m3
Slope stability verification (Morgenstern-Price)
6c Myrtle Drive, Omokoroa
[GEO5 - Slope Stability | version 5.2016.42.0 | hardware key 9604 / 1 | O'Brien Geotech Ltd. | Copyright © 2016 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]
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