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Attachment 5 - Geotechnical Report · MCU18/0015
Attached to the e-mail Response to Information Request (Engineering Report MUSIC Model Date & Geotechnical Report) MCU18/0015 & RAL18/0001.
Long-term case
1.9
1.9
60
Name: SAND (FILL)
58 Unit Weight: 18 kN/m³
Cohesion': 8 kPa
56 Phi': 34 °
54
Name: SAND (TOPSOIL)
52 Unit Weight: 16 kN/m³
Retaining Wall Cohesion': 1 kPa
50 Phi': 27 °
48
Name: Loose SAND (AEOLIAN/ALLUVIAL SOIL)
Elevation (m)
46 Unit Weight: 17 kN/m³
Cohesion': 0 kPa
44 Phi': 27 °
42
Name: Medium Dense SAND (AEOLIAN/ALLUVIAL SOIL)
Unit Weight: 18 kN/m³
40
Cohesion': 4 kPa
Phi': 34 °
38
36
Name: Dense SAND (AEOLIAN/ALLUVIAL SOIL)
34 Unit Weight: 19 kN/m³
Cohesion': 8 kPa
Information contained on this drawing is the copyright of Core Consultants Pty Ltd. Unauthorised use or reproduction of this plan either wholly or in part without written permission infringes copyright. © Core Consultants Pty Ltd.
32 Phi': 38 °
30
Name: Diorite (ROCK)
28 Unit Weight: 20 kN/m³
Cohesion': 20 kPa
26 Phi': 39 °
0 5 10 15 20 25 30 35 40 45 50 55 60 65
Distance (m)
Short-term case
1.6
1.6
60
Name: SAND (FILL)
58 Unit Weight: 18 kN/m³
Cohesion': 8 kPa
56 Phi': 34 °
54
Name: SAND (TOPSOIL)
52 Unit Weight: 16 kN/m³
Cohesion': 1 kPa
50 Retaining Wall Phi': 27 °
48
Name: Loose SAND (AEOLIAN/ALLUVIAL SOIL)
Elevation (m)
46 Unit Weight: 17 kN/m³
Cohesion': 0 kPa
44 Phi': 27 °
42
Name: Medium Dense SAND (AEOLIAN/ALLUVIAL SOIL)
Unit Weight: 18 kN/m³
40
Cohesion': 4 kPa
Phi': 34 °
38
36
Name: Dense SAND (AEOLIAN/ALLUVIAL SOIL)
34 Unit Weight: 19 kN/m³
Cohesion': 8 kPa
32 Phi': 38 °
30
Name: Diorite (ROCK)
28 Unit Weight: 20 kN/m³
Cohesion': 20 kPa
26 Phi': 39 °
0 5 10 15 20 25 30 35 40 45 50 55 60 65
Distance (m)
CLIENT PROJECT
Innovative Planning Solutions Proposed Development – Attunga Heights
DRAWN DATE TITLE
OS 09/05/2018
CHECKED DATE
Retaining Wall Slope Stability Analysis
WM 09/05/2018
SCALE PROJECT No FIGURE No REV No
www.coreconsult.com.au As shown J000635 3 0 A3
TMP-014 Site Plan 28/10/2015 Ver. 1.01
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