Construction Design A1

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