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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.
J000635-002-R-Rev1 November 2018
Table of Contents
1.0 INTRODUCTION .................................................................................................................................... 1
2.0 PROPOSED DEVELOPMENT ............................................................................................................... 2
3.0 SITE DESCRIPTION .............................................................................................................................. 2
4.0 METHOD OF INVESTIGATION ............................................................................................................. 3
4.1 Fieldwork – Boreholes ............................................................................................................................ 3
4.2 Fieldwork - MASW Seismic Testing ....................................................................................................... 3
5.0 INVESTIGATION FINDINGS .................................................................................................................. 4
5.1 Geological Mapping ................................................................................................................................ 4
5.2 Ground Conditions .................................................................................................................................. 5
6.0 GEOTECHNICAL DISCUSSION & RECOMMENDATIONS .................................................................. 5
6.1 Earthworks .............................................................................................................................................. 5
6.1.1 Site preparation & trafficability ............................................................................................................ 5
6.1.2 Excavations ........................................................................................................................................ 6
6.1.3 Filling................................................................................................................................................... 6
6.1.4 Batter slopes ....................................................................................................................................... 6
6.1.5 Excavation support ............................................................................................................................. 6
6.2 Retaining Wall Design and Parameters.................................................................................................. 7
6.3 Foundation Design and Parameters ....................................................................................................... 7
6.3.1 High-level footings .............................................................................................................................. 7
6.3.2 Piles .................................................................................................................................................... 8
6.4 Drainage & Erosion Control .................................................................................................................... 9
7.0 SLOPE STABILITY ASSESSMENT & RECOMMENDATIONS ............................................................. 9
7.1 Qualitative Slope Stability Assessment ................................................................................................ 10
7.2 Slope Stability Modelling....................................................................................................................... 10
8.0 LIMITATIONS ....................................................................................................................................... 11
Tables
Table 1: Summary of Geotechnical Items from Noosa Council Information Request, and associated
responses. ......................................................................................................................................................... 1
Table 2: Seismic Data Acquisition Parameters. ................................................................................................ 4
Table 3: Retaining Structure Design Parameters. ............................................................................................. 7
Table 4: Pile Design Parameters. ...................................................................................................................... 8
Table 5: Stability Risk Levels. .......................................................................................................................... 10
Table 6: Qualitative Risk Assessment for Property (Based on AGS 2007)..................................................... 10
Figures
Figure 1 – Site Plan
Figure 2 – Seismic (MASW) Testing
Figure 3 – Slope Stability Modelling
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