ABPL30041 Constrction Design Assignment 1: Model - Base
Muyan Li 1068026 Tutorial 14 Anthony Blazquez At Studio: https://at.studio/abpl30041_20s1_t14_anthony#model=8b290020-8bdf-11eb-8139-55e2553b9558
Front View (facing north)
Left View (facing east)
Back View (facing south)
Right view (facing west)
Soil Condition Statewide Geotechnical (Aust) Pty. Ltd.
FILE No.
ABN 73 113 017 799
Date Drilled: 4/11/15
BOREHOLE LOGS
Supervisor:
CLIENT: H20 ARCHITECTS PTY LTD PROJECT: MCKINNON SECONDARY COLLEGE BOREHOLE NO.: 3 METHOD: A LOCATION: DEPTH (m)
FILL 0.3
MATERIAL DESCRIPTION
STRUCTURE
SOIL PROFILE
0.6
Admixed gravel, crushed rock, sand, light grey, light brown Silty SAND, dark grey, trace gravel
Sandy CLAY, medium plasticity, brown, orange, red, grey, becomes very sandy, becomes very sandy CLAY below 1.5m with some ferruginous gravel & sand lenses
20093
COHESION or DENSITY
MD
SOIL MOISTURE/
GROUNDWATER
D
MC/CS
See attached figure DEPTH (m)
IN SITU TESTING PP DCP / SPT
SAMPLE
Asphalt MD
D
H
SM
0.7
450+
1.0
450+
1.5
450+
2.0
450+
Admixed gravel, crushed rock
2.0 2.0M FINISH
BOREHOLE NO.: 4 0.05 0.25
METHOD: A
LOCATION:
ASPHALT
FILL SOIL PROFILE
0.55
Admixed gravel, crushed rock, sand, light grey, light brown
MD
SM
Silty SAND, dark grey, trace gravel
MD
M
See attached figure
Silty sand
WET Sandy CLAY, medium plasticity, brown, orange, red, grey, becomes very sandy
VSt
M
0.6
250
1.0
250
1.5
450+
2.0
450+
Sandy clay
2.0 2.0M FINISH Sample Type
U Undisturbed Sample D Disturbed Sample SPT *SPT Sample U50 Tube Sample U63 Tube Sample
Moisture Condition D – Dry M – Moist VM – Very Moist W – Wet Seepage Entry
Standing Water Level
Consistency
VS – Very Soft S – Soft F – Firm St – Stiff VSt – Very Stiff H – Hard Fb - Friable
Relative Density
VL – Very Loose L – Loose MD – Moderately Dense D – Dense VD – Very Dense
Testing
PP – Pocket Penetrometer VSH – Vane Shear DCP – Dynamic Cone Penetrometer *SPT – Standard Penetrometer Test
BH 3
BH 4
Pad Footing
Pad footing reinforcement
Pad Footing is connected to concrete column
Concrete column
Half spacing for ligs
Grout tubes
Double ligs
Starter Bars matching reinforcement
Concrete column reinforcement
Edge Beam
Edge Beam reinforcement
Edge Beams are connected to Pad footing
Edge beam reinforcement is shown in light grey color
Internal Beam
Internal Beam reinforcement (trench mesh)
Internal Beam is connected to edge beam
Trench mesh is shown in light grey color
Ground slab
Ground Slab mesh SL 92: 8.6mm in diameter with 200mm spacing
Ground Slab: Raft slab with 120mm thickness
Mass concrete under Internal beam
200mm under sandy clay bearing load from internal beam
Construction joint and slab setdown
Construction Joint to connect two slabs
50mm setdown
Ground slab compacted fill
Without compacted fill
With compacted fill
Concrete crack
Cracking in concrete slab
Rusty mesh bars