Slope Stability Analysis

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2700
2800
2900
3000      SANDY CLAY (CH)- High plasticity, or-                                   150
          ange-brown mottled brown, fine to medium
          sand, moist-wet, very stiff
3100
3200
3300
3400
3500
3600
3700
3800
3900
4000
4100
4200
4300
4400
4500      Bore Terminated – Depth Achieved




 Page | 8 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
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