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MagnuMStone™ Marketing MaterialS
CornerStone® Website Installation Guide Sustainability Brochure General Brochure Technical Reference
AMMS-GU-TR-32-01© 2011 Austral Masonry.
www.australmasonry.com.au
738-780 Wallgrove Road, Horsley Park, NSW 2175 • PO Box 6550 Wetherill Park NSW 1851Tel: 02 9830 7896 • Fax: 02 9830 7894 • Email: [email protected]
Please consult with regulating council for local design requirements prior to the commencement of any retaining wall. Councils may request that walls over 0.5m in height and/or where a surcharge exists (e.g driveway, house, fence or other structure) be designed and certified by a suitable qualified consulting engineer.
DiSclaiMer
cornerstonewallsolutions.com
Technical Reference Manual
3 D D r a w i n g s i U n i t S p e c i f i c a t i o n s i C r o s s S e c t i o n s i D e s i g n C h a r t s i D e t a i l s
Magnumstone
Our MagnumStone™ product is a large block, hollow core, wet-cast segmental retaining wall system that uses nearly half the amount of concrete per face foot 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, face options and logo details for any type of project.
MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Technical
MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
The System 2
The Units 3
Standard Unit 4
Standard Base Unit 5
Standard Top Unit 6
Half High Unit 7
Half High Base Unit 8
Half High Top Unit 9
Corner/End Units 10
Step/Cap Unit 11
Pillar & Pillar Cap Unit 12
Double Sided Unit 13
Gravity Wall 14
Gravity Wall Charts 15
Double Deep Gravity Wall 16
Double Deep Gravity Wall Charts 17
.609m Plantable Wall 18
.609m Plantable Wall Charts 19
1.22m Plantable Wall 20
1.22m Plantable Wall Charts 21
1.83m Plantable Wall 22
1.83m Plantable Wall Charts 23
Geogrid Friction Wall 24
Positive Connection Wall 25
Steel/Concrete Wall 26
Free Standing Double Sided Wall 27
Interlock/Drainage 28
Top of Wall Detail 29
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MagnumStone™ System
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MagnumStone™ Units
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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MagnumStone™ Standard Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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5MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Standard Base Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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MagnumStone™ Standard Top Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
7MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Half High Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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MagnumStone™ Half High Base Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
9MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Half High Top Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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MagnumStone™ Corner/End Units
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
11MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Step/Cap Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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s
MagnumStone™ Pillar & Pillar Cap Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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13MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Double Sided Unit
Weights and dimensions are nominal. Specifications may change. Verify exact information with your local producer.
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MagnumStone™ Gravity Wall
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15MagnumStone™ Technical Reference I © 2011 Austral Masonry I australmasonry.com.au
MagnumStone™ Gravity Wall Charts
Soil type Height ex- Height embed- totalAASHTO #57 2469mm 152mm 2621mm
34˚ Soil 2012mm 152mm 2164mm
30˚ Soil 1798mm 152mm 1951mm
26˚ Soil 1494mm 152mm 1646mm
Soil type Height ex- Height embed- totalAASHTO #57 2012mm 152mm 2164mm
34˚ Soil 1646mm 152mm 1798mm
30˚ Soil 1341mm 152mm 1494mm
26˚ Soil 1006mm 152mm 1158mm
Soil type Height ex- Height embed- totalAASHTO #57 1494mm 152mm 1646mm
34˚ Soil 1006mm 152mm 1158mm
30˚ Soil 610mm 152mm 762mm
26˚ Soil 274mm 152mm 427mm
Soil type Height ex- Height embed- totalAASHTO #57 1981mm 152mm 2134mm
34˚ Soil 1372mm 152mm 1524mm
30˚ Soil 975mm 152mm 1128mm
26˚ Soil
Soil type Height ex- Height embed- totalAASHTO #57 2164mm 152mm 2316mm
34˚ Soil 1707mm 152mm 1859mm
30˚ Soil 1341mm 152mm 1494mm
26˚ Soil 1006mm 152mm 1158mm
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 NCMA methodology using factors of safety of 1.5 for sliding and overturning. The bearing capacity of base soils will be no less than 3,000 pounds per square foot (psf ). All soils have been assumed to be less than 125 pounds per cubic foot (pcf ). Global Stability Analysis has not been performed.
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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 NCMA methodology using factors of safety of 1.5 for sliding and overturning. The bearing capacity of base soils will be no less than 3,000 pounds per square foot (psf ). All soils have been assumed to be less than 125 pounds per cubic foot (pcf ). Global Stability Analysis has not been performed.
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MagnumStone™ Double Deep Gravity Wall
4877mm 0mm 4877mm
4267mm 610mm 3658mm
3658mm 1524mm 2134mm
3048mm 2438mm 914mm
2134mm 2134mm 0mm
no Slope, no load
3962mm 0mm 3962mm
3658mm 610mm 3048mm
3048mm 1219mm 1829mm
2438mm 1829mm 914mm
1829mm 1829mm 0mm
no Slope, no load
4267mm 0mm 4267mm
3658mm 305mm 3353mm
3048mm 1219mm 1829mm
2438mm 1829mm 610mm
2134mm 2134mm 0mm
2:1 Slope, no load
2134mm 0mm 2134mm
2134mm 914mm 1219mm
1829mm 1219mm 610mm
1219mm 1219mm 305mm
1219mm 1219mm 0mm
2:1 Slope, no load
4572mm 0mm 4572mm
4267mm 0mm 4267mm
3658mm 914mm 2743mm
3048mm 1524mm 1524mm
2438mm 2134mm 305mm
2438mm 2438mm 0mm
3:1 Slope, no load
3048mm 0mm 3048mm
2438mm 1219mm 1219mm
1829mm 1524mm 305mm
1524mm 1524mm 0mm
3:1 Slope, no load
4877mm 0mm 4877mm
4267mm 305mm 3962mm
3658mm 914mm 2743mm
3048mm 1829mm 1524mm
2438mm 2134mm 305mm
2134mm 2134mm 0mm
no Slope, 100psf load3353mm 0mm 3353mm
3048mm 305mm 2743mm
2438mm 1219mm 1219mm
1829mm 1524mm 305mm
1524mm 1524mm 0mm
no Slope, 100psf load
4267mm 0mm 4267mm
3658mm 305mm 3353mm
3048mm 914mm 2134mm
2438mm 1524mm 914mm
1829mm 1829mm 0mm
1524mm 1524mm 0mm
no Slope, 250psf load 2743mm 0mm 2743mm
2438mm 914mm 1524mm
1829mm 1219mm 610mm
1219mm 914mm 305mm
914mm 914mm 0mm
no Slope, 250psf 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
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MagnumStone™ .607m Plantable Wall
39˚
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MagnumStone™ .607m Plantable Wall
Soil type Height ex- Height embed- total
34˚ Soil 6.37m .335m 6.7m
30˚ Soil 6.37m .335m 6.7m
26˚ Soil 4.42m .24m 4.66m
Soil type Height ex- Height embed- total
34˚ Soil 6.37m .33m 6.7m
30˚ Soil 5.42m .30m 5.73m
26˚ Soil 3.29m .18m 3.47m
Soil type Height ex- Height embed- total
34˚ Soil 6.37m .33m 6.71m
30˚ Soil 4.08m .24m 4.33m
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 NCMA methodology using factors of safety of 1.5 for sliding and overturning. The bearing capacity of base soils will be no less than 3,000 pounds per square foot (psf ). All soils have been assumed to be less than 125 pounds per cubic foot (pcf ). Global Stability Analysis has not been performed.
39˚
39˚
39˚
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MagnumStone™ 1.22m Plantable Wall
25˚
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MagnumStone™ 1.22m Plantable Wall
Soil type Height ex- Height embed- 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 ex- Height embed- 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 ex- Height embed- total
34˚ Soil 2.99m .18m 3.17m
30˚ Soil 1.89m .15m 2.04m
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 NCMA methodology using factors of safety of 1.5 for sliding and overturning. The bearing capacity of base soils will be no less than 3,000 pounds per square foot (psf ). All soils have been assumed to be less than 125 pounds per cubic foot (pcf ). Global Stability Analysis has not been performed.
25˚
25˚
25˚
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18˚
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MagnumStone™ 1.83m Plantable Wall
Soil type Height ex- Height embed- total
34˚ Soil 3.32m .18m 3.50m
30˚ Soil 2.59m .15m 2.74m
26˚ Soil 2.01m .15m 2.16m
Soil type Height ex- Height embed- total
34˚ Soil 2.68m .15m 2.83m
30˚ Soil 1.95m .15m 2.10m
26˚ Soil 1.43m .15m 1.59m
Soil type Height ex- Height embed- total
34˚ Soil 2.19m .15m 2.35m
30˚ Soil 1.46m .15m 1.61m
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 NCMA methodology using factors of safety of 1.5 for sliding and overturning. The bearing capacity of base soils will be no less than 3,000 pounds per square foot (psf ). All soils have been assumed to be less than 125 pounds per cubic foot (pcf ). Global Stability Analysis has not been performed.
18˚
18˚
18˚
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MagnumStone™ Geogrid Friction Wall
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MagnumStone™ Positive Connection Wall
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MagnumStone™ Steel/Concrete Wall
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MagnumStone™ Free Standing Double Sided
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MagnumStone™ Interlock/Drainage
>>>VERTICAL PERMEABILITY
>>>INTERLOCK
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MagnumStone™ Top of Wall Detail