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PISA

Retaining Wall Systems
The choice of professional contractors
DESCRIPTION
& DIMENSIONS (H x W x D)

~ WEIGHT
PER UNIT

5501

Light Vertical Straight Unit
150 x 200 x 220

9.5

5502

Light Vertical Tapered Unit
150 x 200 x 220

5131

No./ Lin M²

UNITS
PER PALLET

33

5

132

9.0

33

5

132

Left Hand Corner
150 x 300 x 200

18.0

-

-

48 L/H &
48 R/H

5132

Right Hand Corner
150 x 300 x 200

18.0

-

-

48 L/H &
48 R/H

5440

440 Capping Unit
65 x 440 x 320

16.0

-

2.3

84

5103

PRODUCT

200 Capping Unit (Check Availability)
65 x 200 x 230

5.3

-

5

270

CODE

No./M²

Advantages
• Won’t rot like a wooden sleeper wall

• Virtually maintenance free

• No mortar required

• Ability to construct the wall yourself
with no previous experience

• No pins needed
• Self aligning
• No concrete footing required
• Ability to easily make steps. Internal
and external to wall

• Flexible system won’t crack like a
brick wall
• Range of capping units to suit your job
Colour
range

Autumn Gold

Ivory

Bluestone

Charlestone

Desert Sand

NOTE: These colours are an indication only, please contact your nearest distributor to view sample colours.
Corners
External

Left

Curves

Steps

Concave
Curve

Right

Convex
Curve

• Use left and right
cornerstones alternately
Internal

1st Course

2nd Course

(and 3rd, 5th & 7th…) (and 4th, 6th & 8th…)

• Using straight PISA units
you can create internal
corners with the method
detailed above.

• To create a convex curve
use tapered units.
Use Left tapered units
on one course, right
tapered units on the
next, alternating up the
wall.
• To create a concave wall
use straight units.
• Minimum radius:
2400mm (Add 20mm to this
for each course in the wall)

• Steps are easily created
with Pisa by simply using
standard units for risers
and split face capping
units for step treads.
• You can create internal
or external stairs to your
wall.
• Ask your Pisa salesperson
for a Pisa Stair
construction help sheet.
PISA Height Tables
®

Walls up to 600mm in height

Unreinforced retaining wall
MAXIMUM HEIGHT
ACHIEVABLE (mm)

Hollow Block

Footing
Thickness
(mm)

Footing
Width
(mm)

Footing
Toe
(mm)

200

600

250

600

The wall height shown above applies for average soil conditions
(Friction Angle>20° and cohesion factor > 5kPa). There must be
no surcharge (ie no applied load or backfill slope > 1:4)

Top Soil
Undisturbed Soil
Geo-textile Cloth

Distance to
Footing Toe

Drainage layer of 12 mm
angular clear stone

Compacted sand or
mortar bed layer

Drain >90mm
Footing Thickness

Compacted crushed
Rock levelling footing
Footing Width

Walls over one metre in height

(Engineer design required)

*Note: These tables are indicative only. All walls over 1000mm in height must be designed and certified by an engineer.

Geo-grid reinforced wall

No-fines concrete constructed wall
No-fines concrete.
Depth determined by table.

Top Soil

Top Soil
Undisturbed Soil
Geo-textile Cloth

Distance to
Footing Toe

Undisturbed Soil
Geo-textile Cloth

Compacted select
in fill area

Compacted sand or
mortar bed layer

Perforated
Drain >90mm

Compacted crushed
Rock levelling footing

Footing Thickness
Footing Width

Distance to
Footing Toe

Geo-grid
Compacted sand or
mortar bed layer

No-fines Concrete

Drain >90mm

Compacted crushed
Rock levelling footing

Footing Thickness

Footing Width

General Notes applicable to all above design tables:
All retaining walls are designed to AS 4678 (Including Amendment 1), for Structure Classification 3.
All designs are based on the method published by the Concrete Masonry Association of Australia.
All retaining walls over 1500 are designed for a live load of 5 kPa.
All retaining walls up to 1500 are designed for a live load of 2.5 kPa.
If live loads above these values are expected, these designs will not be appropriate.
All walls are designed using Coulumb formula, except 900mm and 700mm high gravity walls which are also designed using Rankine-Bell formula.
Cohesion is difficult to predict, is variable, may change over time, and is dependant on the effectiveness of surface sealing, surface drainage and subsurface drainage. Consideration must also be
given for shrinkswell action of clay soils.
1800 191 131

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Pisa brochure

  • 1. PISA Retaining Wall Systems The choice of professional contractors
  • 2. DESCRIPTION & DIMENSIONS (H x W x D) ~ WEIGHT PER UNIT 5501 Light Vertical Straight Unit 150 x 200 x 220 9.5 5502 Light Vertical Tapered Unit 150 x 200 x 220 5131 No./ Lin M² UNITS PER PALLET 33 5 132 9.0 33 5 132 Left Hand Corner 150 x 300 x 200 18.0 - - 48 L/H & 48 R/H 5132 Right Hand Corner 150 x 300 x 200 18.0 - - 48 L/H & 48 R/H 5440 440 Capping Unit 65 x 440 x 320 16.0 - 2.3 84 5103 PRODUCT 200 Capping Unit (Check Availability) 65 x 200 x 230 5.3 - 5 270 CODE No./M² Advantages • Won’t rot like a wooden sleeper wall • Virtually maintenance free • No mortar required • Ability to construct the wall yourself with no previous experience • No pins needed • Self aligning • No concrete footing required • Ability to easily make steps. Internal and external to wall • Flexible system won’t crack like a brick wall • Range of capping units to suit your job
  • 3. Colour range Autumn Gold Ivory Bluestone Charlestone Desert Sand NOTE: These colours are an indication only, please contact your nearest distributor to view sample colours.
  • 4. Corners External Left Curves Steps Concave Curve Right Convex Curve • Use left and right cornerstones alternately Internal 1st Course 2nd Course (and 3rd, 5th & 7th…) (and 4th, 6th & 8th…) • Using straight PISA units you can create internal corners with the method detailed above. • To create a convex curve use tapered units. Use Left tapered units on one course, right tapered units on the next, alternating up the wall. • To create a concave wall use straight units. • Minimum radius: 2400mm (Add 20mm to this for each course in the wall) • Steps are easily created with Pisa by simply using standard units for risers and split face capping units for step treads. • You can create internal or external stairs to your wall. • Ask your Pisa salesperson for a Pisa Stair construction help sheet.
  • 5. PISA Height Tables ® Walls up to 600mm in height Unreinforced retaining wall MAXIMUM HEIGHT ACHIEVABLE (mm) Hollow Block Footing Thickness (mm) Footing Width (mm) Footing Toe (mm) 200 600 250 600 The wall height shown above applies for average soil conditions (Friction Angle>20° and cohesion factor > 5kPa). There must be no surcharge (ie no applied load or backfill slope > 1:4) Top Soil Undisturbed Soil Geo-textile Cloth Distance to Footing Toe Drainage layer of 12 mm angular clear stone Compacted sand or mortar bed layer Drain >90mm Footing Thickness Compacted crushed Rock levelling footing Footing Width Walls over one metre in height (Engineer design required) *Note: These tables are indicative only. All walls over 1000mm in height must be designed and certified by an engineer. Geo-grid reinforced wall No-fines concrete constructed wall No-fines concrete. Depth determined by table. Top Soil Top Soil Undisturbed Soil Geo-textile Cloth Distance to Footing Toe Undisturbed Soil Geo-textile Cloth Compacted select in fill area Compacted sand or mortar bed layer Perforated Drain >90mm Compacted crushed Rock levelling footing Footing Thickness Footing Width Distance to Footing Toe Geo-grid Compacted sand or mortar bed layer No-fines Concrete Drain >90mm Compacted crushed Rock levelling footing Footing Thickness Footing Width General Notes applicable to all above design tables: All retaining walls are designed to AS 4678 (Including Amendment 1), for Structure Classification 3. All designs are based on the method published by the Concrete Masonry Association of Australia. All retaining walls over 1500 are designed for a live load of 5 kPa. All retaining walls up to 1500 are designed for a live load of 2.5 kPa. If live loads above these values are expected, these designs will not be appropriate. All walls are designed using Coulumb formula, except 900mm and 700mm high gravity walls which are also designed using Rankine-Bell formula. Cohesion is difficult to predict, is variable, may change over time, and is dependant on the effectiveness of surface sealing, surface drainage and subsurface drainage. Consideration must also be given for shrinkswell action of clay soils.