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1© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Webinar - Nov 14, 2014
BIG DIGS
Nov 14, 2014
SITE DEVELOPMENT AND UNDERGROUND SOLUTIONS FOR MINING
Doug Leitch, P. EngManager International SalesArmtec Drainage Solutions
Glenn Smith, CET Sales Supervisor, AtlanticArmtec Drainage Solutions
2© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
2
SITE DEVLOPEMENT AND UNDERGROUND SOLUTIONS FOR MINING
Review and use of SPCSP in Mining Applications
Design , Corrosion , Earthquake Considerations
Q & A
Armtec Introduction
Portals, Haul Roads, Tunnels, Raise Bores
Onsite Assembly, Corrosion - Life Expectancy
4© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
CPD CREDIT CERTIFICATES
• Qualifies in Most Jurisdictions in Canada & USA for 1 Hour Technical Informal
• Formal completion certificates are emailed within one week of attending• Check your local guidelines if unsure of your requirements
Email Your Attendance List:
• Full Name• Title• Email
Will send certificate
5© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
• 43 locations in Canada• Approximately 2,000 employees• Exceptional product range for:
Armtec is a leading global infrastructure and construction materials company.
– Mine Portals– Reclaim Tunnels– Stockpile Tunnels– Heavy Haul Road Bridges
6© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Bridge Materials Drainage Solutions and Water Treatment
Landscaping Products
and Amenities
Noise Control
Road and Highway Safety Soil Retention
Undergroundand Utilities
Precast ConcreteBuildings and
Venues
Precast ConcreteGarages and
Parkades
7© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
YOUR SPEAKERS
7
Sales Supervisor, AtlanticArmtec Drainage [email protected]
Doug Leitch, P. Eng Manager International SalesArmtec Drainage [email protected]
Glenn Smith, CET
8© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Webinar - Nov 14, 2014
BIG DIGS
Nov 14, 2014
SITE DEVELOPMENT AND UNDERGROUND SOLUTIONS FOR MINING
Doug Leitch, P. EngManager International SalesArmtec Drainage Solutions
Glenn Smith, CET Sales Supervisor, AtlanticArmtec Drainage Solutions
10© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Jacioeta Stream CrossingMOA Nickel• JV Cuba• Sherritt InternationalCuba, West Indies
Conveyor Wildlife CrossingCortez MineBarrick GoldNevada, USA
Portal Tunnel EntranceTafts QuarryTafts Well LimestoneWales, UK
RECENT BIG DIGS
11© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Mine PortalBuyanhula Gold MineBarrick GoldTanzania, West Africa
Mine PortalKumtor Centerra GoldKyrgystan, Asia
Haul Road Minera Cerre VerdeFreeport , McMoron Peru, South America
12© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
STRUCTURAL PLATE CORRUGATED STEEL PIPE
13© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Multi-Plate(SPCSP)(152 mm x 51 mm)
Bridge-Plate (DCSP)(400 mm x 150 mm)
CORRUGATED STRUCTURAL PLATE
Two Corrugation Profiles
Corrugate and Punch Plates
14© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Given the versatility of structural plate products, a wide variety of shapes and sizes can be manufactured to meet your needs.
CORRUGATED STRUCTURAL PLATE
15© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
CORRUGATED STRUCTURAL PLATE
Ship to the Site
16© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
1.2m
CORRUGATED STRUCTURAL PLATE
Bolts the Plates together Per Assembly Drawings
17© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
And this ….. Becomes this
CORRUGATED STRUCTURAL PLATE
19© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
EVOLUTION OF STRUCTURAL PLATE
1896 - CORRUGATED STEEL PIPE PATENTED CONSTRAINTS
Large dia. pipe fabricationAvailable gaugesTransportabilityDemand for larger diameter
SEGMENTAL PLATE CONSTRUCTIONHeavy gauge corrugated plateBolted connectionsAssembled on site
20© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Multi-Plate (SPCSP)(152 mm x 51 mm)
Bridge-Plate (DCSP) (400 mm x 150 mm)
Late 1990’s Armtec introduced a Deep Corrugated Structural Plate and at the timeBridge Plate becamethe strongest suchProduct available
EVOLUTION OF STRUCTURAL PLATE
21© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
EVOLUTION OF STRUCTURAL PLATE
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21
Bridge Plate 400 mmx 150 mm corrugation
• is 3 times stronger • 10 times stiffer.
It extended structure spans over 20 meters and brought expanded use of SPCSP in demanding mining applications.
23© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
The Handbook of Steel Drainage and Highway Construction
Published By
Corrugated Steel Pipe Institute652 Bishop Street NorthCambridge Ontario , CanadaN3H 4V6
Ray Wilcock+1 519-650-8080www.cspi.ca
CANADIAN HANDBOOK of STEEL DRAINAGE AND HIGHWAY CONSTRUCTION
24© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
SUPPORTFROMBACKFILL
SUPPORT FROM BACKFILL
Live load applied
Dead load applied Structure deflectstowards fill
RING COMPRESSION THEORY
25© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Net Result:An economical buried structure capable of supporting significant loads
FLEXIBLE SOIL – STEEL STRUCTURES
Steel Component: Corrugated thin wall flexible pipeCorrugated shell is highly efficient member to support axial compressive loads
Soil Component:Engineered granular Backfill envelope withmaterials of known properties
26© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
FLEXIBLE VS RIDGID STRUCTURE
Flexible Structures deflect outward toward the soil mobilizing passive support from surrounding fill, distributing the load into the surrounding fill.
The load is distributed into the soil
Rigid structures are designed for limited deflection, reducingthe support provided from thesurrounding fill.
The structure carries more load
27© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
FLEXIBLE –RIDGID LOAD RESPONSE
12.0 m span x 4.0 m rise archBending Moments and Thrust
Flexible Soil Steel
Ridgid Concrete Arch
28© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
DESIGN CODES
• Handbook of Steel Drainage and Highway Construction Products
• basis is AISI (American Iron and Steel Institute) AISI design – historical procedure based on semi-empirical equations
• AISI generally gives less conservative design
• CHBDC – ( Canadian Highway Bridge Design Code) and AASHTO LRFD methods provide more modern approach to thrust and buckling resistance and are based on Ultimate Strength Principles.
• CHBDC and AASHTObetter address Deep Cor structures and constructability
29© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
FLEXIBLE STEEL PIPE DESIGN
29
Mining presents unique situations which often require the use of Finite Element Analysis in combination with codes to extend the design scope
30© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
DEEP CORRUGATED/ STANDARD CORRUGATED DIFFERENCES
31© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
BRIDGE PLATE – MULTI-PLATE
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Bridge Plate• Corrugation 400 mm x 150 mm• Steel thickness 4.3 mm – 8.0 mm• Plate length 1.2 m• Sizes 6 m – 20+ m• Low cover, high live load applications• Wide span arches and Box Culverts• Easier constructability in large sizes
Multi-Plate• Corrugation 150 mm 50 mm• Steel thickness 3.0 mm – 7.0 mm• Plate length 3.0 – 3.6 m• Sizes 1.5 m – 17.0 m• High cover applications with soil arch• Wide range of shapes• More conducive to fittings, curving
1.2 m
3.6 m
32© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
What it means on paper
BRIDGE PLATE MULTI-PLATE 7MM COMPARISON
Bridge Plate – What three times as strong and ten times as stiff really means –
Table 1 - Section Properties of Armtec Bridge Plate
Nominal Area of Moment Section Radius ofThickness Section of Inertia Modulus Gyration
mm mm2/mm mm4/mm mm3/mm mm
4 5.351 14944 252.66 52.855 6.811 19060 322.05 52.856 8.26 23154 391.01 52.857 9.64 27071 456.91 52.858 10.94 30759 518.88 52.85
Table 2 - Section Properties of Armtec Multi-Plate
Nominal Area of Moment Section Radius ofThickness Section of Inertia Modulus Gyration
mm mm2/mm mm4/mm mm3/mm mm
3 3.522 1057.25 39.42 17.3274 4.828 1457.56 53.3 17.3275 6.15 1867.16 66.98 17.3276 7.461 2278.31 80.22 17.3277 8.712 2675.11 92.56 17.327
33© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
WHAT TEN TIMES STIFF REALLY MEANS
Click icon to add pictureMulti-Plate requires• Cables or struts to hold in place• Is more susceptible to peaking
during backfill procedures• Is more prone to arch flattening• Additional costs for shape control
Bridge Plate • Is much stiffer• Allows faster assembly of plates• In most cases no additional shape
control
•
35© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Afton Mines
MINE HAUL ROADS
Considerations for design• Live load• Dead load • Width of Structure• Cover height• Backfill material• Span • Stream crossing or grade crossing• Earthquake load
36© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Vehicle weight• Todays mining trucks can
weight up to 600 metric tonnes or more
• Is the design for payload included ( truck loaded ) or no payload
• Two way traffic
Vehicle Weight Distribution• Live loads are distributed
through the soil cover and it essential to know how front and rear wheel loads are disbursed
• Often wheel loads overlap
Unbalanced Loading• Low cover , can generate
unbalanced loads must be evaluated
• Finite Element Analysis required for these applications
LIVE LOAD
37© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Number of trucks• One or two vehicles on
structure• Are both loaded, both
unloaded or fully loaded
Load Distribution• Axle spacing• Wheel Spacing• Tire Imprint
Traffic Conditions• What Live load is • Rail, standard highway or
special mine load on top• Yandi Mine, Hamersley
Iron, Western Austraila
LIVE LOAD
38© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Soil Properties• Bulk density• best estimate of the dead
load soil weight • AASHTO / CHBDC have
default values• Testing – remote mine
sites may use non standard soils
Geometry• Span requirements• Hydraulic requirements• Rise requirements• Cardinal River Coals, Teck
Minerals, Alberta Canada
Roadway or Rail Grade• Sets the cover height• Most mine vehicles
operate at maximum 15% gradient
• Railways typically want 2% gradients
• Toromocho – Chinalco Copper, Peru
DEAD LOAD
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39© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Roadway width• Single or double lane
traffic through the tunnel –define the clearance box
• Use of side berms for haul trucks defines length of structure
• Pueblo Viejo, Barrick Gold, Dominican Republic
Site Accessibility• Bridge Plates are fully
nestable and easy to deliver to site
• Bridges over a standard two lane highway can be delivered on as few as two flatbeds.
• Quintette Coal, Teck Resources, BC Canada
High Cover Applications• The ability of flexible
structures to distribute loads into the soil are ideal for high load applications
• Walker Brothers Quarry, Ontario, Canada
OTHER CONSIDERATIONS
40© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
DESIGNING FOR SEISMIC EVENTS
Canadian code requires buried structures be designed to resist inertial forces based on seismic event with a10% chance of being exceeded in 50 years.
CHBDC defines zonal acceleration ratios for seismic regions in Canada. The earthquake load on the structure is defined as 2/3 of the horizontal ground acceleration times the unfactored dead load thrust. In haul road design height of cover are often minimized and the additional thrust is generally not significant.
AASHTO evaluates earthquake loads for known fault areas.
41© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
HAUL ROADS – BENEFITS OF SPCSP
Benefits of Buried Metal Structures for Haul Roads• Low maintenance • Easy to extend length to accommodate
future road widening• Safer travel for large haul trucks- no
bridge deck freezing issues• Design can accommodate a wide
range of Mining vehicles• Cost efficient -Life expectancy can
match mine life.• Easy to deliver and assemble in
remote locations• Wide range of sizes for all applications
43© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
MINE PORTALS
Click icon to add picture Click icon to add picture Click icon to add picture
44© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
MINE PORTALS
Mine Portals • Prevent surface water from entering
the mine• Provide ground support and safe
passage of surface roadways over the mine entrance
• Egress from ground level to the underground mine face for
1. Equipment and mine vehicles2. Manpower3. Ventilation pipes4. Utility lines
45© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Egress requirements• One/two lane traffic• Pedestrian traffic• Utility Lines• Combination of all
Location of the mine face• Sets depth and cover • Sets ramp grade • Defines tunnel length• Defines solid rock
above the entrance
Constructability• Amount of rock
removal• Mine face portal
connection• Constructed with or
without the free flow of traffic into the mine
PORTAL DESIGN CONSIDERATIONS
46© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
End Treatment• Vertical Pre-Cut• Vertical Elbow
Safety• Include Safe Chamber• Chamber Spacing• Vertical Riser Access
Size of Rock Cut• Rock removal costs• Amount of Backfill
Required
PORTAL DESIGN CONSIDERATIONS
48© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
PORTAL DESIGN-FOOTING
Footing design by Consultant15% gradient –maximum7.5 degree vertical elbow
49© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
PORTAL DESIGN - INTERFACE
Portal – Interface Connection• Flexible meshing• Shotcrete grout
50© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
PORTAL - CONSTRUCTION
Backfill and compact box cut
Room to compactbackfill
Assemble Safety space
Plate AssemblyStart at the face
51© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Consultant provides:• Alignment & Clearance Box• Rock / Portal Interface• Footing DesignArmtec provides:• Cross-section Shape• Footing Reactions• Assembly & Backfill Specifications• Sealed Drawings*• Continuous On-site Daily Supervision*• Construction Certification Package*
* Dependent on jurisdiction
MINE PORTALS
Design to Construction Support
53© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
MINE TUNNELS
Multi-Plate, Bridge-Plate and Tunnel Liner Plate • Reclaim Tunnels• Escape tunnels• Conveyor Tunnels• Process and Utility Tunnels
54© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
500mm wide sectionsThickness = 3, 4, 5, 6 mmPlate weights = 15 kg - 42 kg
54
TUNNEL LINER PLATE
55© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Loading• Live load• Dead Load• Varying Load• Earthquake Load
Use• Shape• Size• What goes through?
Access• Emergency• Maintenance• Hopper openings
TUNNEL DESIGN CONSIDERATIONS
56© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
ESCAPE TUNNELS
Versatility of Multi-Plate provides wide range of options
57© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
CONVEYOR AND STOCKPILE TUNNELS
57
Range of shapes and bolted plate construction allow for• Installation over live lines• Economical design for variable stockpile height• Maintenance access
58© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
CONVEYOR AND STOCKPILE TUNNELS
Reinforced Hopper Openings are designed by Armtec per ASTM A998/A
59© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
PROCESS TUNNELS
Fittings can be designed and constructed to match needs of raw ore processes.
61© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
RAISEBORE TUNNELS
Raisebore liners protect vertical shafts betweenUnderground drifts. Plates are bolted togetherand lowered down theshaft prior to connecting to the rock wall. The spaceis then grouted to provideprotection from fallingRock.
62© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
GROUNDFALL TUNNELS
Underground utilities and conveyors can be afforded protection from roof falls using liner plate or structural plate
64© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Multiple structures make excellent low cover, wide stream crossings for both mine exploration and servicing.
Stream crossings under rail lines can be pre-assembled and set into place as the line is progressed forward.
Large low cover Bridge-Plate make excellent train crossings for rail lines servicing remote mine sites
ACCESS ROAD AND RAIL CROSSINGS
66© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
TWO CREEKS – BRIDGE PLATE ARCH
11.34 m
6.545 m
67© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
ASSEMBLY EQUIPMENT
1 small crane + 2 man lifts1 large crane2 - 4.0 ft. bars Drift pins Air wrenchesHand wrenches
69© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
-Footing channel
FOOTINGS
8.9 Deg.
Re-Entry
Angle
70© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
The first 2 rings are assembled on ground, then bolted to the footing channels
INSTALLATION
Lifting the first pre-assembled “ring”
71© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
INSTALLATION
The next ring isinstalled “plate-by-plate”
76© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Longitudinal seam
Circumferential.
seam
1200 mm wide per ring
81© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
STRUCTURAL PLATE COATINGS
STRATA CAT POLYMER COATING
• Additional barrier coating applied to the steel which eliminates or minimizes contact with environmental contaminants
• Dual coating systems will provide 2 levels of protection
• Broadens the allowable range of environmental parameters that are known to negatively influence the Estimated Material Service Life (EMSL) of buried steel products
82© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
STRUCTURAL PLATE COATINGS
STRATACAT POLYMER COATING - APPLICATION
• Process of coating fabricated steel by applying a Ethylene Acrylic Acid (EAA) copolymer over a zinc based layer – 4 step process
• Surface Preparation – 8 stage pre-treatment wash
• Zinc application – (minimum 1.5 mil per side)
• Copolymer application – spray applied and baked (10 mil thickness per side)• Inspection
• Each process ensures proper bonding of each coating layer
83© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
STRUCTURAL PLATE COATINGS
83
CAT = Corrosion Arresting Technology
Download at www.armtec.com
84© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Hand Spray guns
THE COATING PROCESS
85© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
Plates coming out of the spray booth and entering the oven
87© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
STRUCTURAL PLATE COATINGS
Environmental Parameter
Suggested Limits Galvanized Steel
Suggested Limits for Polymer Coated Steel
50 year EMSL
75 year EMSL
100 year EMSL
pH preferred range 5 – 9 3 – 12 4 – 9 5 – 9
Resistivity 2,000 – 8,000 ohm-cm >100 ohm cm
>750 ohm cm
>1,500 ohm cm
Chlorides < 250 ppm NA NA NA
Sulfates < 600 ppm NA NA NA
Hardness > 80 ppm CaCO3 NA NA NA
87
Table 21
Environmental Limits For Galvanized Steel and Polymer Coated Steel
1 Performance Guideline For Buried Steel Structures – Tech. Bulletin 13, CSPI Feb 2012
88© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
STRUCTURAL PLATE COATINGS
88www.cspi.ca
91© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
91
Contact Your Local Rep: www.armtec.com/contact-us
Today’s Speakers:
Doug [email protected]
Glenn [email protected]
92© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
UPCOMING MONTHLY WEBINARS
www.armtec.com/webinars/
Dec 12 | Armtec’s Earth Retention Solutions - An Overview
Doug Lowry & Ron Prychitko
Many more to come in 2015!
93© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
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94© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary
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