Original source · versioned page text
J001701-006-R-Rev1_Medihub_Geo
BH5 BH4
(Offset 15 m) (Offset 10 m)
Line 1: Shear-Wave Velocities (m/s)
-1
Depth Below Ground Level (m)
-2
-3 Inferred stiff to hard residual clay (vs 150 m/s to 300 m/s)
-4
-5
-6
Approximate basement excavation level
-7
300
300 300
-8 Inferred extremely weathered sandstone
(vs >300 m/s)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40
Chainage (m)
Shear-wave Velocity (vs in m/s)
0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0
10 12 15 17 20 22 25 27 30 32 35 37 40 42 45 47 50
DRAWN CLIENT:
BH STOCKWELL DESIGN AND CONSTRUCTION
CHECKED PROJECT:
WM
PROPOSED MEDIHUB
DENOTES LOCATION OF 1D SOUNDING Scale DATE LOT 22 HOFMANN DRIVE, NOOSAVILLE
24/08/2022
0 2 4 6 SCALE AS SHOWN TITLE: MASW SECTION: LINE 1
REFER TO FIGURE 1 FOR SECTION LOCATION
ORIGINAL PROJECT NO: FIGURE NO: REV:
THIS DOCUMENT MUST BE READ IN CONJUCTION WITH CORE DOCUMENT J001701-006-R-Rev0.
SIZE A3 J001701 002 0
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