Skip to the record
For the highest quality transcripts.

Council archive · source document

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.

of 37

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

                                                                                                                                                                                                                                                                                                        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

Used in these records

About this file

File size
8.1 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Attachment 5 - Geotechnical Report.pdf · 8.1 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.