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NOVEMBER 2016 MAGNUMSTONE retaining walls technical manual

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Page 1: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

NOVEMBER 2016

MAGNUMSTONEretaining walls technical manual

Page 2: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

/ 3 /

AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per face metre when compared to traditional solid systems. The environmental and economical advantages of the

pre-cast hollow block MagnumStone™ product are unprecedented in the retaining wall industry. Because of its size and design flexibility, MagnumStone™ is ideal for almost any retaining wall project from residential to large commercial installations.

Unit to unit connection uses our patented, mortarless, SecureLug™ interlock system (no expensive, time consuming pins or clips) and are light enough that they can be moved two at a time with lighter machinery such as a standard Bobcat.

A wet cast segmental retaining wall product provides freeze/thaw durability advantages over competing products, a critical factor for the Departments Of Transport work that MagnumStone™ is very well suited for. The wet-cast process also allows for unique

through-wall applications, and face options for various projects.

MAGNUMSTONEOverviewMAGNUMSTONE

THE SYSTEM AND UNITS

04 The System

05 The Units

06 Standard Unit

07 Standard Base Unit

08 Standard Top Unit

09 Half High Unit

10 Half High Base Unit

11 Half High Top Unit

12 Corner/End Units

WALL DESIGN AND CHARTS

14 Gravity Wall and Charts

16 Double Deep Gravity Wall and Charts

18 .609m Plantable Wall and Charts

20 1.22m Plantable Wall and Charts

22 1.83m Plantable Wall and Charts

WALL TYPES

24 Geogrid Friction Wall

25 Positive Connection Wall

26 Steel/Concrete Wall

27 Interlock/Drainage

28 Top of Wall Detail

29 Water Application

30 Outside Corner - Curved Walls

31 Inside Corner - Curved Walls

32 Outside Corner - 90 Degree

33 Inside Corner - 90 Degree

Technical Manual

Page 3: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Standard

Half High Top

Half High

Half High Base

Half High Corner/End Unit

Standard Corner/End Unit

Standard Base

Standard Top

610mm

610mm

610mm

610mm

406mm

610mm

305mm

610mm

305mm

610mm

204mm

610mm

610mm

610mm

610mm

610mm

406mm

610mm

305mm

610mm

305mm

610mm

204mm

610mm

MAGNUMSTONE RETAINING WALL MAGNUMSTONE RETAINING WALL UNITSThe System The Units

Standard

Half High

Standard Corner/End Unit

Half High Corner/End Unit

Standard Base

Half High Base

Left and Right

Left and Right

Standard Top

Half High Top

/ 4 / / 5 /

Page 4: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Securelug

609mm

1219mm

991mm

610mm

304mm

609mm

Securelug

609mm

1219mm

991mm

610mm

304mm

609mm

Securelug

609mm

1219mm

991mm

610mm

304mm

609mm

Securelug

609mm

1219mm

991mm

610mm

304mm

609mm

609mm 610mm

609mm 991mm

1219mm

609mm 610mm

609mm 991mm

1219mm

609mm 610mm

609mm 991mm

1219mm

609mm 610mm

609mm 991mm

1219mm

609mm 610mm

609mm 991mm

1219mm

MAGNUMSTONE RETAINING WALL UNITS MAGNUMSTONE RETAINING WALL UNITSStandard Unit Standard Base Unit

Securelug

609mm

1219mm

991mm

610mm

304mm

609mm

Isometric Bottom View Isometric Bottom View

Isometric Top View Isometric Top View

Dimensions Dimensions

Side View Top View Side View Top View

Face Width: 1219mmBack Width: 991mm

Depth: 610mmHeight: 610mm

Face Area: 0.74sq mBatter: 50.7mm/unitVertical: 0mm/unit

Weight: 621kgSecurelug: 150 x 304 x 51mm

Volume Voids: 0.18m³Gravel Fill Weight: 975kg

Face Width: 1219mmBack Width: 991mm

Depth: 610mmHeight: 610mm

Face Area: 0.74sq mBatter: 50.7mm/unitVertical: 0mm/unit

Weight: 602kgVolume Voids: 0.18m³

Gravel Fill Weight: 956kg

Assumption: Aggregate (Blue Metal 20mm) density = 1967kg/m³ Assumption: Aggregate (Blue Metal 20mm) density = 1967kg/m³

/ 6 / / 7 /

Page 5: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

609mm

406mm

991mm

610mm

1219mm

609mm

406mm

991mm

610mm

1219mm

609mm

406mm

991mm

610mm

1219mm

609mm

406mm

991mm

610mm

1219mm

609mm

406mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

MAGNUMSTONE RETAINING WALL UNITS MAGNUMSTONE RETAINING WALL UNITSStandard Top Unit Half High Unit

Isometric Bottom View Isometric Bottom View

Isometric Top View Isometric Top View

Dimensions Dimensions

Side View Top View Side View Top View

Face Width: 1219mmBack Width: 991mm

Depth: 610mmHeight: 610mm

Face Area: 0.74sq mBatter: 50.7mm/unitVertical: 0mm/unit

Weight: 553kg Volume Voids: 0.18m³

Gravel Fill Weight: 907kg

Face Width: 1219mmBack Width: 991mm

Depth: 610mmHeight: 305mm

Face Area: 0.37sq mBatter: 25.3mm/unit (4.53 Deg)

Vertical: 0mm/unitWeight: 340kg

Volume Voids: 0.09m³Gravel Fill Weight: 517kg

Assumption: Aggregate (Blue Metal 20mm) density = 1967kg/m³ Assumption: Aggregate (Blue Metal 20mm) density = 1967kg/m³

/ 8 / / 9 /

Page 6: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

609mm

305mm

991mm

610mm

1219mm

204mm

991mm

610mm

1219mm

609mm

204mm

991mm

610mm

1219mm

609mm

204mm

991mm

610mm

1219mm

609mm 204mm

991mm

610mm

1219mm

609mm

204mm

991mm

610mm

1219mm

609mm

MAGNUMSTONE RETAINING WALL UNITS MAGNUMSTONE RETAINING WALL UNITSHalf High Base Unit Half High Top Unit

Isometric Bottom View Isometric Bottom View

Isometric Top View Isometric Top View

Dimensions Dimensions

Side View Top View Side View Top View

Face Width: 1219mmBack Width: 991mm

Depth: 610mmHeight: 305mm

Face Area: 0.37sq mBatter: 25.3mm/unit (4.53 Deg)

Vertical: 0mm/unitWeight: 328kg

Volume Voids: 0.09m³Gravel Fill Weight: 505kg

Face Width: 1219mmBack Width: 991mm

Depth: 610mmHeight: 305mm

Face Area: 0.37sq mBatter: 25.3mm/unit (4.53 Deg)

Vertical: 0mm/unitWeight: 312kg

Volume Voids: 0.09m³Gravel Fill Weight: 489g

Assumption: Aggregate (Blue Metal 20mm) density = 1967kg/m³ Assumption: Aggregate (Blue Metal 20mm) density = 1967kg/m³

/ 10 / / 11 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

MAGNUMSTONE RETAINING WALL UNITS MAGNUMSTONE RETAINING WALLCorner/End Units Overview

Isometric View

Dimensions

Top Face Width: 660mmBottom Face Width: 711mm

Top Narrow Face: 51mmBottom Narrow Face: 102mm

Height: 610mmFace Area: 0.434sq mBatter: 50.7mm/unitVertical: 0mm/unit

Weight: 154kg

Dimensions

Top Face Width: 686mmBottom Face Width: 711mm

Top Narrow Face: 76mmBottom Narrow Face: 102mm

Height: 610mmFace Area: 0.217sq mBatter: 25.3mm/unitVertical: 0mm/unit

Weight: 77kg

/ 12 / / 13 /

Isometric View

Page 8: MAGNUMSTONE - bbp.style€¦ · The MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per

AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Soil Separating Filter Fabric

Planting Soil

Retaining Soil

Excavation Cut Line

Compacted Gravel Leveling Pad

Foundation Soil

Base Stabilisation Fabric

Compacted Impervious Soilat Toe of Wall

Drain Pipe Outlet

Securelug Connection

Clear Crush Drain RockIn Hollow Core

Magnumstone Top Block

5kPa

10kPa

2:1 = 26°

3:1 = 18.5°

5kPa

10kPa

2:1 = 26°

3:1 = 18.5°

5kPa

10kPa

2:1 = 26°

3:1 = 18.5°

5kPa

10kPa

2:1 = 26°

3:1 = 18.5°

5kPa

10kPa

2:1 = 26°

3:1 = 18.5°

Soil Type Height Exposed Height Embedded Total

34˚ Soil 1985mm 150mm 2135mm

30˚ Soil 1680mm 150mm 1830mm

26˚ Soil 1375mm 150mm 1525mm

Soil Type Height Exposed Height Embedded Total

34˚ Soil 1680mm 150mm 1830mm

30˚ Soil 1375mm 150mm 1525mm

26˚ Soil 1007mm 150mm 1220mm

Soil Type Height Exposed Height Embedded Total

34˚ Soil 1375mm 150mm 1525mm

30˚ Soil 1070mm 150mm 1220mm

26˚ Soil 765mm 150mm 915mm

Soil Type Height Exposed Height Embedded Total

34˚ Soil 1375mm 150mm 1525mm

30˚ Soil 1070mm 150mm 1220mm

26˚ Soil

Soil Type Height Exposed Height Embedded Total

34˚ Soil 1680mm 150mm 1830mm

30˚ Soil 1375mm 150mm 1525mm

26˚ Soil 1070mm 150mm 1220mm

DISCLAIMER. This chart is for initial estimation purposes only. Do not use for final design or construction. Retain a licensed professional engineer to design every wall on a case-by-case basis using site specific criteria. The accuracy and use of this document are the sole responsibility of the user. All calculations were performed based on AS4678. The bearing capacity of base soils will be no less than 150kPa. All soils have been assumed to be less

than 20kg/m³. Global Stability Analysis has not been performed.

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGNGravity Wall Gravity Wall Charts

/ 14 / / 15 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

DISCLAIMER. This chart is for initial estimation purposes only. Do not use for final design or construction. Retain a licensed professional engineer to design every wall on a case-by-case basis using site specific criteria. The accuracy and use of this document are the sole responsibility of the user. All calculations were performed based on AS4678. The bearing capacity of base soils will be no less than 150kPa. All soils have been assumed to be less

than 20kg/m³. Global Stability Analysis has not been performed.

Soil SeparatingFilter Fabric

Clear Crushed DrainRock Behind Wall

Magnumstone

H1Single Unit Height

Perforated Drain Pipe Surrounded by ClearCrushed Drain Rock

Drain Pipe Outlet

Planting Soil

Compacted Gravel Leveling Pad

Foundation SoilCompacted ImperviousMaterials

Retained SoilCompacted ImperviousMaterials at Toe of Wall

HTotal Height

H2Double DeepUnit Height

Planting Soil

H h1 h2

4877mm 0mm 4877mm

4267mm 610mm 3658mm

3658mm 1524mm 2134mm

3048mm 2438mm 914mm

2134mm 2134mm 0mm

No Slope, No Load

H h1 h2

3962mm 0mm 3962mm

3658mm 610mm 3048mm

3048mm 1219mm 1829mm

2438mm 1829mm 914mm

1829mm 1829mm 0mm

No Slope, No Load

H h1 h2

4267mm 0mm 4267mm

3658mm 305mm 3353mm

3048mm 1219mm 1829mm

2438mm 1829mm 610mm

2134mm 2134mm 0mm

2:1 Slope, No Load

H h1 h2

2134mm 0mm 2134mm

2134mm 914mm 1219mm

1829mm 1219mm 610mm

1219mm 1219mm 305mm

1219mm 1219mm 0mm

2:1 Slope, No Load

H h1 h2

4572mm 0mm 4572mm

4267mm 0mm 4267mm

3658mm 914mm 2743mm

3048mm 1524mm 1524mm

2438mm 2134mm 305mm

2438mm 2438mm 0mm

3:1 Slope, No Load

H h1 h2

3048mm 0mm 3048mm

2438mm 1219mm 1219mm

1829mm 1524mm 305mm

1524mm 1524mm 0mm

3:1 Slope, No Load

H h1 h2

4877mm 0mm 4877mm

4267mm 305mm 3962mm

3658mm 914mm 2743mm

3048mm 1829mm 1524mm

2438mm 2134mm 305mm

2134mm 2134mm 0mm

No Slope, 5kPa Load

H h1 h2

3353mm 0mm 3353mm

3048mm 305mm 2743mm

2438mm 1219mm 1219mm

1829mm 1524mm 305mm

1524mm 1524mm 0mm

No Slope, 5kPa Load

H h1 h2

4267mm 0mm 4267mm

3658mm 305mm 3353mm

3048mm 914mm 2134mm

2438mm 1524mm 914mm

1829mm 1829mm 0mm

1524mm 1524mm 0mm

No Slope, 12kPa Load

H h1 h2

2743mm 0mm 2743mm

2438mm 914mm 1524mm

1829mm 1219mm 610mm

1219mm 914mm 305mm

914mm 914mm 0mm

No Slope, 12kPa Load

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)Summary of Analyses Using Broken Back Wall

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)fsoil = 30° (min.) fsoil = 38° (min.) Fsl = 1.5 fsoil = 38° (min.) fsoil = 38° (min.)gsoil = 125pcf (max.) gsoil = 110pcf (max.) Fot = 1.5 gsoil = 110pcf (max.) gsoil = 110pcf (max.)

H h1 h2 H h1 h2

12.9 Use Full Double Section 16.0 Use Full Double Section12.0 2.3 9.7 14.0 2.4 11.610 0 3 8 6 2 12 0 5 0 7 0

No slope, No load No slope, No load

10.0 3.8 6.2 12.0 5.0 7.08.0 5.5 2.5 10.0 7.5 2.56.4 Use Single Section 8.6 Use Single Section

H h1 h2 H h1 h2

7.4 Use Full Double Section 14.0 Use Full Double Section7.0 3.3 3.7 12.0 1.4 10.66.0 4.0 2.0 10.0 3.9 6.1

2:1 slope, No load 2:1 slope, No load

4.0 3.5 0.5 8.0 6.3 1.73.7 Use Single Section 7.0 Use Single Section

H h1 h2 H h1 h2

9.8 Use Full Double Section 15.2 Use Full Double Section8.0 3.8 4.2 14.0 0.4 13.66.0 5.1 0.9 12.0 2.8 9.24 9 Use Single Section 10 0 5 4 4 6

3:1 slope, No load 3:1 slope, No load

4.9 Use Single Section 10.0 5.4 4.68.0 7.4 0.67.6 Use Single Section

H h1 h2

11.4 Use Full Double Section10.0 1.2 8.8 H h1 h2

8.0 3.6 4.4 15.7 Use Full Double Section6.0 5.0 1.0 14.0 0.7 13.34.9 Use Single Section 12.0 3.2 8.8

No slope, 100psf load

No slope, 100psf load

g10.0 5.5 4.58.0 7.0 1.07.1 Use Single Section

H h1 h2

9.0 Use Full Double Section8.0 2.8 5.26.0 3.8 2.2 H h1 h2

4.0 3.3 0.7 13.7 Use Full Double Section2.5 Use Single Section 12.0 0.9 11.1

10 0 3 2 6 8

No slope, 250psf load

No slope, 250psf load

10.0 3.2 6.8H represents the total wall height (including embedment) 8.0 5.1 2.9h1 represents the single stacked unit height. 6.0 5.6 0.4h2 represents the double stacked unit height. 5.4 Use Single Section

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)Summary of Analyses Using Broken Back Wall

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)fsoil = 30° (min.) fsoil = 38° (min.) Fsl = 1.5 fsoil = 38° (min.) fsoil = 38° (min.)gsoil = 125pcf (max.) gsoil = 110pcf (max.) Fot = 1.5 gsoil = 110pcf (max.) gsoil = 110pcf (max.)

H h1 h2 H h1 h2

12.9 Use Full Double Section 16.0 Use Full Double Section12.0 2.3 9.7 14.0 2.4 11.610 0 3 8 6 2 12 0 5 0 7 0

No slope, No load No slope, No load

10.0 3.8 6.2 12.0 5.0 7.08.0 5.5 2.5 10.0 7.5 2.56.4 Use Single Section 8.6 Use Single Section

H h1 h2 H h1 h2

7.4 Use Full Double Section 14.0 Use Full Double Section7.0 3.3 3.7 12.0 1.4 10.66.0 4.0 2.0 10.0 3.9 6.1

2:1 slope, No load 2:1 slope, No load

4.0 3.5 0.5 8.0 6.3 1.73.7 Use Single Section 7.0 Use Single Section

H h1 h2 H h1 h2

9.8 Use Full Double Section 15.2 Use Full Double Section8.0 3.8 4.2 14.0 0.4 13.66.0 5.1 0.9 12.0 2.8 9.24 9 Use Single Section 10 0 5 4 4 6

3:1 slope, No load 3:1 slope, No load

4.9 Use Single Section 10.0 5.4 4.68.0 7.4 0.67.6 Use Single Section

H h1 h2

11.4 Use Full Double Section10.0 1.2 8.8 H h1 h2

8.0 3.6 4.4 15.7 Use Full Double Section6.0 5.0 1.0 14.0 0.7 13.34.9 Use Single Section 12.0 3.2 8.8

No slope, 100psf load

No slope, 100psf load

g10.0 5.5 4.58.0 7.0 1.07.1 Use Single Section

H h1 h2

9.0 Use Full Double Section8.0 2.8 5.26.0 3.8 2.2 H h1 h2

4.0 3.3 0.7 13.7 Use Full Double Section2.5 Use Single Section 12.0 0.9 11.1

10 0 3 2 6 8

No slope, 250psf load

No slope, 250psf load

10.0 3.2 6.8H represents the total wall height (including embedment) 8.0 5.1 2.9h1 represents the single stacked unit height. 6.0 5.6 0.4h2 represents the double stacked unit height. 5.4 Use Single Section

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)Summary of Analyses Using Broken Back Wall

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)fsoil = 30° (min.) fsoil = 38° (min.) Fsl = 1.5 fsoil = 38° (min.) fsoil = 38° (min.)gsoil = 125pcf (max.) gsoil = 110pcf (max.) Fot = 1.5 gsoil = 110pcf (max.) gsoil = 110pcf (max.)

H h1 h2 H h1 h2

12.9 Use Full Double Section 16.0 Use Full Double Section12.0 2.3 9.7 14.0 2.4 11.610 0 3 8 6 2 12 0 5 0 7 0

No slope, No load No slope, No load

10.0 3.8 6.2 12.0 5.0 7.08.0 5.5 2.5 10.0 7.5 2.56.4 Use Single Section 8.6 Use Single Section

H h1 h2 H h1 h2

7.4 Use Full Double Section 14.0 Use Full Double Section7.0 3.3 3.7 12.0 1.4 10.66.0 4.0 2.0 10.0 3.9 6.1

2:1 slope, No load 2:1 slope, No load

4.0 3.5 0.5 8.0 6.3 1.73.7 Use Single Section 7.0 Use Single Section

H h1 h2 H h1 h2

9.8 Use Full Double Section 15.2 Use Full Double Section8.0 3.8 4.2 14.0 0.4 13.66.0 5.1 0.9 12.0 2.8 9.24 9 Use Single Section 10 0 5 4 4 6

3:1 slope, No load 3:1 slope, No load

4.9 Use Single Section 10.0 5.4 4.68.0 7.4 0.67.6 Use Single Section

H h1 h2

11.4 Use Full Double Section10.0 1.2 8.8 H h1 h2

8.0 3.6 4.4 15.7 Use Full Double Section6.0 5.0 1.0 14.0 0.7 13.34.9 Use Single Section 12.0 3.2 8.8

No slope, 100psf load

No slope, 100psf load

g10.0 5.5 4.58.0 7.0 1.07.1 Use Single Section

H h1 h2

9.0 Use Full Double Section8.0 2.8 5.26.0 3.8 2.2 H h1 h2

4.0 3.3 0.7 13.7 Use Full Double Section2.5 Use Single Section 12.0 0.9 11.1

10 0 3 2 6 8

No slope, 250psf load

No slope, 250psf load

10.0 3.2 6.8H represents the total wall height (including embedment) 8.0 5.1 2.9h1 represents the single stacked unit height. 6.0 5.6 0.4h2 represents the double stacked unit height. 5.4 Use Single Section

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)Summary of Analyses Using Broken Back Wall

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)fsoil = 30° (min.) fsoil = 38° (min.) Fsl = 1.5 fsoil = 38° (min.) fsoil = 38° (min.)gsoil = 125pcf (max.) gsoil = 110pcf (max.) Fot = 1.5 gsoil = 110pcf (max.) gsoil = 110pcf (max.)

H h1 h2 H h1 h2

12.9 Use Full Double Section 16.0 Use Full Double Section12.0 2.3 9.7 14.0 2.4 11.610 0 3 8 6 2 12 0 5 0 7 0

No slope, No load No slope, No load

10.0 3.8 6.2 12.0 5.0 7.08.0 5.5 2.5 10.0 7.5 2.56.4 Use Single Section 8.6 Use Single Section

H h1 h2 H h1 h2

7.4 Use Full Double Section 14.0 Use Full Double Section7.0 3.3 3.7 12.0 1.4 10.66.0 4.0 2.0 10.0 3.9 6.1

2:1 slope, No load 2:1 slope, No load

4.0 3.5 0.5 8.0 6.3 1.73.7 Use Single Section 7.0 Use Single Section

H h1 h2 H h1 h2

9.8 Use Full Double Section 15.2 Use Full Double Section8.0 3.8 4.2 14.0 0.4 13.66.0 5.1 0.9 12.0 2.8 9.24 9 Use Single Section 10 0 5 4 4 6

3:1 slope, No load 3:1 slope, No load

4.9 Use Single Section 10.0 5.4 4.68.0 7.4 0.67.6 Use Single Section

H h1 h2

11.4 Use Full Double Section10.0 1.2 8.8 H h1 h2

8.0 3.6 4.4 15.7 Use Full Double Section6.0 5.0 1.0 14.0 0.7 13.34.9 Use Single Section 12.0 3.2 8.8

No slope, 100psf load

No slope, 100psf load

g10.0 5.5 4.58.0 7.0 1.07.1 Use Single Section

H h1 h2

9.0 Use Full Double Section8.0 2.8 5.26.0 3.8 2.2 H h1 h2

4.0 3.3 0.7 13.7 Use Full Double Section2.5 Use Single Section 12.0 0.9 11.1

10 0 3 2 6 8

No slope, 250psf load

No slope, 250psf load

10.0 3.2 6.8H represents the total wall height (including embedment) 8.0 5.1 2.9h1 represents the single stacked unit height. 6.0 5.6 0.4h2 represents the double stacked unit height. 5.4 Use Single Section

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)Summary of Analyses Using Broken Back Wall

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)fsoil = 30° (min.) fsoil = 38° (min.) Fsl = 1.5 fsoil = 38° (min.) fsoil = 38° (min.)gsoil = 125pcf (max.) gsoil = 110pcf (max.) Fot = 1.5 gsoil = 110pcf (max.) gsoil = 110pcf (max.)

H h1 h2 H h1 h2

12.9 Use Full Double Section 16.0 Use Full Double Section12.0 2.3 9.7 14.0 2.4 11.610 0 3 8 6 2 12 0 5 0 7 0

No slope, No load No slope, No load

10.0 3.8 6.2 12.0 5.0 7.08.0 5.5 2.5 10.0 7.5 2.56.4 Use Single Section 8.6 Use Single Section

H h1 h2 H h1 h2

7.4 Use Full Double Section 14.0 Use Full Double Section7.0 3.3 3.7 12.0 1.4 10.66.0 4.0 2.0 10.0 3.9 6.1

2:1 slope, No load 2:1 slope, No load

4.0 3.5 0.5 8.0 6.3 1.73.7 Use Single Section 7.0 Use Single Section

H h1 h2 H h1 h2

9.8 Use Full Double Section 15.2 Use Full Double Section8.0 3.8 4.2 14.0 0.4 13.66.0 5.1 0.9 12.0 2.8 9.24 9 Use Single Section 10 0 5 4 4 6

3:1 slope, No load 3:1 slope, No load

4.9 Use Single Section 10.0 5.4 4.68.0 7.4 0.67.6 Use Single Section

H h1 h2

11.4 Use Full Double Section10.0 1.2 8.8 H h1 h2

8.0 3.6 4.4 15.7 Use Full Double Section6.0 5.0 1.0 14.0 0.7 13.34.9 Use Single Section 12.0 3.2 8.8

No slope, 100psf load

No slope, 100psf load

g10.0 5.5 4.58.0 7.0 1.07.1 Use Single Section

H h1 h2

9.0 Use Full Double Section8.0 2.8 5.26.0 3.8 2.2 H h1 h2

4.0 3.3 0.7 13.7 Use Full Double Section2.5 Use Single Section 12.0 0.9 11.1

10 0 3 2 6 8

No slope, 250psf load

No slope, 250psf load

10.0 3.2 6.8H represents the total wall height (including embedment) 8.0 5.1 2.9h1 represents the single stacked unit height. 6.0 5.6 0.4h2 represents the double stacked unit height. 5.4 Use Single Section

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)Summary of Analyses Using Broken Back Wall

Lower Tier Upper Tier (AASHTO #57) Factor of Safety Lower Tier (AASHTO #57) Upper Tier (AASHTO #57)fsoil = 30° (min.) fsoil = 38° (min.) Fsl = 1.5 fsoil = 38° (min.) fsoil = 38° (min.)gsoil = 125pcf (max.) gsoil = 110pcf (max.) Fot = 1.5 gsoil = 110pcf (max.) gsoil = 110pcf (max.)

H h1 h2 H h1 h2

12.9 Use Full Double Section 16.0 Use Full Double Section12.0 2.3 9.7 14.0 2.4 11.610 0 3 8 6 2 12 0 5 0 7 0

No slope, No load No slope, No load

10.0 3.8 6.2 12.0 5.0 7.08.0 5.5 2.5 10.0 7.5 2.56.4 Use Single Section 8.6 Use Single Section

H h1 h2 H h1 h2

7.4 Use Full Double Section 14.0 Use Full Double Section7.0 3.3 3.7 12.0 1.4 10.66.0 4.0 2.0 10.0 3.9 6.1

2:1 slope, No load 2:1 slope, No load

4.0 3.5 0.5 8.0 6.3 1.73.7 Use Single Section 7.0 Use Single Section

H h1 h2 H h1 h2

9.8 Use Full Double Section 15.2 Use Full Double Section8.0 3.8 4.2 14.0 0.4 13.66.0 5.1 0.9 12.0 2.8 9.24 9 Use Single Section 10 0 5 4 4 6

3:1 slope, No load 3:1 slope, No load

4.9 Use Single Section 10.0 5.4 4.68.0 7.4 0.67.6 Use Single Section

H h1 h2

11.4 Use Full Double Section10.0 1.2 8.8 H h1 h2

8.0 3.6 4.4 15.7 Use Full Double Section6.0 5.0 1.0 14.0 0.7 13.34.9 Use Single Section 12.0 3.2 8.8

No slope, 100psf load

No slope, 100psf load

g10.0 5.5 4.58.0 7.0 1.07.1 Use Single Section

H h1 h2

9.0 Use Full Double Section8.0 2.8 5.26.0 3.8 2.2 H h1 h2

4.0 3.3 0.7 13.7 Use Full Double Section2.5 Use Single Section 12.0 0.9 11.1

10 0 3 2 6 8

No slope, 250psf load

No slope, 250psf load

10.0 3.2 6.8H represents the total wall height (including embedment) 8.0 5.1 2.9h1 represents the single stacked unit height. 6.0 5.6 0.4h2 represents the double stacked unit height. 5.4 Use Single Section

Lower Tier = 38º (min) = 18kg/m³

Lower Tier = 30º (min) = 20kg/m³

Upper Tier = 38º (min) = 18kg/m³

Upper Tier = 38º (min) = 20kg/m³

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGNDouble Deep Gravity Wall Double Deep Gravity Wall Charts

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Planting Soil Pockets

Plantable MaterialsShrubs, Small Trees, etc.

Perforated Drain PipeSurrounded by ClearCrushed Drain Rock

Drain Pipe Outlet

Planting Soil

Foundation SoilCompacted Impervious Materials

Compacted Backfill

Excavation Cut Line

Retained Soil

Compacted Gravel Leveling Pad

Compacted ImperviousMaterials at Toe of Wall

Soil SeparatingFilter Fabric

Planting Soil

39˚

Soil Type Height Exposed Height Embedded Total

34˚ Soil 6.37m .334m 6.7m

30˚ Soil 5.78m .320m 6.1m

26˚ Soil 4.07m .2m 4.27m

Soil Type Height Exposed Height Embedded Total

34˚ Soil 6.37m .33m 6.7m

30˚ Soil 5.19m .30m 5.49m

26˚ Soil 2.87m .18m 3.05m

Soil Type Height Exposed Height Embedded Total

34˚ Soil 6.37m .33m 6.71m

30˚ Soil 4.03m .24m 4.27m

26˚ Soil N/A N/A N/A

DISCLAIMER. This chart is for initial estimation purposes only. Do not use for final design or construction. Retain a licensed professional engineer to design every wall on a case-by-case basis using site specific criteria. The accuracy and use of this document are the sole responsibility of the user. All calculations were performed based on AS4678. The bearing capacity of base soils will be no less than 150kPa. All soils have been assumed to be less

than 20kg/m³. Global Stability Analysis has not been performed.

39˚

39˚

39˚

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGN0.610m Plantable Wall 0.610m Plantable Wall Charts

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Planting Soil Pockets

Plantable MaterialsShrubs, Small Trees, etc.

Perforated Drain PipeSurrounded by ClearCrushed Drain Rock

Soil Separating Filter Fabric

Drain Pipe Outlet

Planting Soil

Foundation SoilCompacted Impervious Materials

Compacted Backfill

Excavation Cut Line

Retained Soil

Compacted Gravel Leveling Pad

Compacted ImperviousMaterials at Toe of Wall

Soil SeparatingFilter Fabric

Planting Soil

25˚

Soil Type Height Exposed Height Embedded Total

34˚ Soil 4.42m .24m 4.66m

30˚ Soil 3.29m .18m 3.47m

26˚ Soil 2.4m .15m 2.62m

Soil Type Height Exposed Height Embedded Total

34˚ Soil 3.60m .21m 3.81m

30˚ Soil 2.56m .15m 2.71m

26˚ Soil 1.7m .15m 1.92m

Soil Type Height Exposed Height Embedded Total

34˚ Soil 2.99m .18m 3.17m

30˚ Soil 1.89m .15m 2.04m

26˚ Soil N/A N/A N/A

25˚

25˚

25˚

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGN1.22m Plantable Wall 1.22m Plantable Wall Charts

DISCLAIMER. This chart is for initial estimation purposes only. Do not use for final design or construction. Retain a licensed professional engineer to design every wall on a case-by-case basis using site specific criteria. The accuracy and use of this document are the sole responsibility of the user. All calculations were performed based on AS4678. The bearing capacity of base soils will be no less than 150kPa. All soils have been assumed to be less

than 20kg/m³. Global Stability Analysis has not been performed.

/ 20 / / 21 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Planting Soil Pockets

Plantable MaterialsShrubs, Small Trees, etc.

Perforated Drain PipeSurrounded by ClearCrushed Drain Rock

Drain Pipe Outlet

Planting Soil

Foundation SoilCompacted Impervious Materials

Compacted Backfill

Excavation Cut Line

Retained Soil

Compacted Gravel Leveling Pad

Compacted ImperviousMaterials at Toe of Wall

Soil SeparatingFilter Fabric

Planting Soil

18˚

Soil Type Height Exposed Height Embedded Total

34˚ Soil 3.46m .2m 3.66m (full)

30˚ Soil 2.59m .15m 2.74m (full+half)

26˚ Soil 1.68m .15m 1.83m (full+half)

Soil Type Height Exposed Height Embedded Total

34˚ Soil 2.6m .15m 2.75m (full+half)

30˚ Soil 1.68m .15m 1.83m (half)

26˚ Soil N/A N/A N/A

Soil Type Height Exposed Height Embedded Total

34˚ Soil 1.68m .15m 1.83m (half)

30˚ Soil N/A N/A N/A

26˚ Soil N/A N/A N/A

DISCLAIMER. This chart is for initial estimation purposes only. Do not use for final design or construction. Retain a licensed professional engineer to design every wall on a case-by-case basis using site specific criteria. The accuracy and use of this document are the sole responsibility of the user. All calculations were performed based on AS4678. The bearing capacity of base soils will be no less than 150kPa. All soils have been assumed to be less

than 20kg/m³. Global Stability Analysis has not been performed.

18˚

18˚

18˚

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGN1.83m Plantable Wall 1.83m Plantable Wall Charts

Lowest Possible Height = 305mm x 6 = 1830mm

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Perforated Drain Pipe

Soil Separating Filter Fabric

Drain Pipe Outlet

Clear Crushed Drain Rock in Units

Securelug Connection

Planting Soil

Foundation Soil

Compacted Impervious Materials

Compacted Backfill

Excavation Cut Line

Retained Soil

Compacted Gravel Leveling Pad

Compacted ImperviousMaterials at Toe of Wall

GeosyntheticReinforcement

Planting Soil

Perforated Drain Pipe

Soil Separating Filter Fabric

Drain Pipe Outlet

Clear Crushed Drain Rock in Units

Securelug Connection

Planting Soil

Foundation Soil

Compacted Impervious Materials

Compacted Backfill

Excavation Cut Line

Retained Soil

Compacted Gravel Leveling Pad

Compacted ImperviousMaterials at Toe of Wall

GeosyntheticReinforcement

Planting Soil

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGNGeogrid Friction Wall Positive Connection Wall

/ 24 / / 25 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Clear Crushed Drain Rock Behind Wall

Steel Reinforcement

Magnumstone

Concrete Filled Hollow Cores

Perforated Drain PipeSurrounded by ClearCrushed Drain Rock Wrapped with Filter Fabric

Planting Soil

Foundation SoilCompacted Impervious Materials

Compacted Backfill

Excavation Cut Line

Retained Soil

Concrete Footing, Size may Vary(Size May Vary Consult Engineer)

Compacted ImperviousMaterials at Toe of Wall

Soil SeparatingFilter Fabric

Planting Soil

Securelug and Interlock

Hollow Core

Clear CrushedDrain Rock inHollow Core

Compacted Backfill

MaximumWater FlowFor VerticalPermeability

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGNSteel/Concrete Wall Interlock/Drainage

Interlock

Vertical Permeability

/ 26 / / 27 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

Soil Separating Filter Fabric

Plantable MaterialsShrubs, Small Trees, etc.

Securelug Connection

Clear Crushed DrainRock in Units

Drain Pipe Outlet

Planting Soil

Foundation Soil

Compacted Impervious Materials

Perforated Drain Pipe

Geosynthetic Reinforcement

Compacted Backfill

Excavation Cut Line

Retained Soil

Compacted Gravel Leveling Pad

Compacted ImperviousMaterials at Toe of Wall

Soil SeparatingFilter Fabric

Planting Soil

RailingConcrete in Hollow Core

Railing Post Embedded in Cncrete

Magnumstone Top Block

Clear crushed drain rock in hollow core

Securelug Connection

Rip-Rap Protection

Drain Pipe Outlet

Low Water Elevation

Foundation Soil

Compacted Gravel Leveling Pad

Excavation Cut Line

Filter Separation Fabric

Geogrid Reinforcement

Clear Crush Drain Rock

Retained Soil

Planting SoilSoil Separating Filter Fabric

Filter Fabric

Impervious Material at Toe

Base Stabilisation Fabric

MAGNUMSTONE RETAINING WALL DESIGN MAGNUMSTONE RETAINING WALL DESIGNTop of Wall Detail Water Application

/ 28 / / 29 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

MAGNUMSTONE RETAINING WALL DESIGNInside Curve

MAGNUMSTONE RETAINING WALL DESIGNOutside Curve

Minimum Achievable Radius = ±3.7mMinimum Achievable Radius = ±3.7m

GeogridGeogrid

Magnumstone

MagnumstoneMagnumstone

MagnumstoneMagnumstone

Larger RadiusLarger Radius

Geogrid

Smaller Radius

Smaller Radius

75mm Backfill Materials between geogrid overlaps

Clear crushed drain gravel

Clear crushed drain gravel

Geogrid placed centre to reinforced triangle zone

Secondary geogrid layer

Do not overlap geogrid on Magnumstone units

Unreinforced triangle Main geogrid layer

Approved backfill material compacted 152 - 203mm lifts

Approved backfill material compacted 152 - 203mm lifts

Correct geogrid orientation

PVC Flex Pipe

Magnumstone

Magnumstone

/ 30 / / 31 /

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AUSTRAL MASONRY MAGNUMSTONE TECHNICAL MANUAL

MAGNUMSTONE RETAINING WALL DESIGNInside Corner

Magnumstone

Correct geogrid orientation

Magnumstone unitcentred to first unit

First Unit

Magnumstone

Magnumstone

Clear crushed drain gravelMain geogrid layer

Approved backfill material compacted 132-203mm lifts

/ 33 /

MAGNUMSTONE RETAINING WALL DESIGNOutside Corner

Correct geogrid orientation

Magnumstone unitcentred to first unit

Magnumstone Corner Unit

Magnumstone Corner Unit

Magnumstone Magnumstone Corner Unit

Magnumstone Corner Unit

Magnumstone Corner Unit

Magnumstone Corner Unit

Clear crushed drain gravel

Main geogrid layerApproved backfill material compacted 132-203mm lifts

/ 32 /

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BEAUTIFUL PRODUCTS

that last forever

Our genuine building products create the most beautiful and sustainable environments and places in Australia. Brickworks Building Products is one of Australia’s largest and most diverse building material producers and providers. With our heritage as one of Australia’s founding brick businesses many generations ago, we hold the values of family, community, sustainability, innovation and quality at our core. We know our quality products last forever, which is why our some of products come with a 100 year guarantee.

Under the Brickworks Building Products umbrella are some of Australia’s best known building materials brands. Our products include bricks, pavers, masonry blocks, retaining wall systems, precast concrete panels, solar, concrete and terracotta roof tiles, timber products, terracotta façades and specialised building systems.

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STYLE AND FUNCTION

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Partners in Design 10/2016

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