Attachment 5 - Geotechnical Assessment · MCU18/0015

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Information contained on this drawing is the copyright of Golder Associates Pty Ltd. Unauthorised use or reproduction of this pian either wholly or in part without written pemnission infringes copyright .© Golder Associates Pty Ltd.

 

Elevation RL (m)

 

30

8

=k
a

10

 

Description: Sitty Sand

Unit Weight: 18
Cohesi
Phir40

   

Description: Sandy Clay

Description: Attunga Heights
Comments: Section A-A (East)_Run1

Description: Silty Sand
Unt Weight: 17
Cohesion: 0

Phi: 36

Factor of Safety = 0.84

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Unit Weight: 18
Cohesion: 10
Phi: 32
| | | | | |
5 10 15 20 2 30
Relative Distance
CLIENT . PROJECT
Mr P Harding Attunga Heights
omen AD/LRC | 14/11/03 | ™ SeenON AA
—
CHECKED SL DATE (Ul [02 ( East) RUN 1
SCALE PROJECT No FIGURE No

 

 

 

 

 

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