leading industry speakers includethe outcome past two decades. piled raft foundations utilize was a...

www.pilingtechniques.com.au

Researched & Developed by: Organised by:

Asset Owners, EPCM’s and Consulting Engineers Addressing Best Practice Piling Planning, Delivery, Innovation and Technology

èMain Conference: 24-25 November 2015

èWorkshops: 23 November 2015

èVenue: Novotel Sydney Central

LEADING INDUSTRY SPEAKERS INCLUDE:

WHO YOU WILL MEET AT PILING & DEEP FOUNDATIONS 2015 è Technical Directorè Principal Geotechnical Engineerè Project Directorè Lead Engineerè Managing Directorè Professor

è Principal è Associate è Operations & Development Managerè Associate Directorè Associate Principalè Piling Contractor

è Design Engineerè Structural Engineerè Civil Engineering Manager è Asset Ownerè Construction Manager

David MartelConstruction Manager, Wagstaff Piling

Russell DennySpecial Projects Manager, Wagstaff Piling

Professor David AireyHead of Geotechnology, University of Sydney

Professor Barry LehaneSchool of Civil, Environmental & Mining Engineering, University of Western Australia

Dr Ben CollingwoodManaging Director, Foundation Specialists Group

Professor Misko CubrinovskiCivil & Natural Resources Engineering, University of Canterbury

Dr Patrick WongSenior Principal, Coffey Geotechnics

Dr Giovanny AlvaradoPrincipal Geotechnical Engineer, AECOM Wayne Pooley

Associate Geotechnical Engineer, Beca

Kate WingadLead Engineer, Lend Lease

Sergei TerzaghiPrincipal, Arup

Stuart Coutts, Engineering Director, Belpile

Dr Helen ChowSenior Geotechnical Engineer, Coffey Geotechnics

Allan HerseEngineering Manager, Piling & Civil Australia

Dr David OliveiraPrincipal Geotechnical Engineer, Coffey Geotechnics

Henry ZhangPrincipal Geotechnical Engineer, WSP/Parsons Brinckerhoff

Dr Martin LarischPrincipal, Missing Link Engineering

Media Partners:

Phil MackenzieTechnical ManagerAdvanced Foundation Solutions

Stephen GambleSenior Geotechnical Engineer, Douglas Partners

Stephen ButtlingPrincipal, National Geotechnical Consulting

Featured Exhibitor: Exhibitor:

REGISTER NOW! è +61 2 9229 1000 è [email protected] è www.pilingtechniques.com.au

Preparing and Capitalizing on Australia’s Accelerated Infrastructure InvestmentsDespite recent major investments in infrastructure by the Australian Government, the Construction Industry is a competitive environment; piling contractors, construction companies and consulting engineers are looking to introduce more efficient methods to reduce construction time and overcome cost pressures to gain a competitive advantage.

However, with many opportunities ahead, it’s time for the industry to once again reconvene and discuss the trends and investments driving the Piling Industry; whilst benchmarking ideas and sharing insights in order to remain current on the latest tools, techniques and technologies.

It is with great excitement IQPC brings you the 7th Annual Australasian Piling & Deep Foundations Conference to be held from the 24th-25th November in Sydney.

What’s in Store for 2015?

The 7th Annual Australasian Piling & Deep Foundations Conference will:

Highlight the planning, delivery and latest opportunities from the critical infrastructure projects shaping Australia in the 21st century

Showcase more case study sessions to provide you with lessons learnt as well as the challenges experienced and milestones achieved on recent projects

Platform the latest innovation, technologies and techniques adopted across a wide variety of piling and foundation projects

Examine the latest strategies for optimising piling and foundation design and construction; providing cost effective, safe and efficient piling operations; Performing accurate site investigations through best practice testing techniques

Discuss and Debate the latest market trends; featuring diverse industry perspectives and the individual opinions from Piling Contractors, Geotechnical Engineers, Principal Contractors, EPCM’s, Clients and Asset Owners.

We look forward to seeing you at the event in November

Gracie Fea Program Director

WORKSHOPS

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8:00-10:30Screw Pile Design and Construction

10:30-13:00Seismic Design of Piles

13:30-16:00Design and construction of Piling

FEATURED CASE STUDIES:

SPONSORSHIP & EXHIBITION OPPORTUNITIES

• Large Diameter Piles to Speed Up Construction + Case Study: Barangaroo

• Gateway WA

• Innovative ground improvement technique to improve efficiency and Meet Tight Design Criteria

• Piled-raft foundation design and case study

• Cutting cost and generating efficiency through correct pile design and seismic dilometer

• The Victorian Regional Rail Link – City to Marlbyrnong River

• State Highway 20A to Airport, Auckland, NZ

Be where your clients and competitors are!

The piling and deep foundations industry is notoriously difficult to break into. Relationships are what make this market turn. If you would like a chance at developing business in the piling market it is vital that you meet face- to-face with decision makers. Call 02 9229 1050 or email [email protected] to discuss the speaking, exhibition and sponsorship opportunities available at this event.

CONFERENCE DAY ONETUESDAY, 24 NOVEMBER 2015

08:30 Coffee and Registration

09:00 Opening Remarks from Conference Chairman

Stephen Gamble Senior Geotechnical Engineer, Douglas Partners 09:10 Large Diameter Piles to Speed Up Construction + Case Study The terminology around large diameter bored piles is experiencing new meanings with pile diameters of approximately 3m being now used. Such large diameters can provide significant cost reductions with respect to both direct costs and construction program. However, there are specific aspects of pile performance that should be accounted for in the design and their effect on the superstructure. As part of this seminar, the following topics will be cored: • Benefits and disadvantages of large bored piles • Design aspect of large diameter bored piles • Pile performance • Two case studies: (1) bridge design with 2.4m to 2.7m diameter piles. (2) High-rise development with 2.4m diameter piles

Dr David Oliveira Principal Geotechnical Engineer, Coffey 09:50 Gateway WA Gateway WA Perth Airport and Freight Access Project is WA’s largest ever road project, designed to improve the safety and efficiency of one of the state’s most important transport hubs.

Secant CFA piles have been used as foundation and earth retaining solutions for one of the main intersections that required top-down construction, while screw piles have been used as a buoyancy control system of semi-submerged “bath structures” and to provide foundation stability against vehicle impact on a footbridge.

This presentation will cover design, construction and testing aspects of CFA and screw piles in the Gateway WA project with emphasis in the following topics: • Ground and groundwater conditions • Geotechnical compression and uplift capacity • Numerical analysis • Soil-structure interaction • Influence of construction sequence on design • Construction challenges • Static and dynamic pile testing • Suitability of torque- capacity correlations for screw pile design • Pile acceptance criteria

Dr Giovanny Alvarado Principal Geotechnical Engineer, AECOM

10:30 Speed Networking A guided and effective structured interactive session designed to help you expand your network through one-on-one focused conversations

11:00 Morning Tea and Networking Break

11:30 Innovative Ground Improvement Technique to Improve Efficiency and Meet Tight Design Criteria WSP/Parsons Brinckerhoff has been using concrete injection columns (CIC) ground improvement technique on a few major highway projects,

including a recent Pacific Highway Upgrade Project. This technique is different to the traditional piled embankment design in that the embankment load is shared between the columns and the surrounding soil, with majority of the load taken by the columns and the piles allowed to settle beyond their ‘bearing capacity’ with no steel reinforcement. This approach offers time and cost savings to piled embankment in which the piles are treated as structural elements and designed to piling code.

Case Study: Bridge Approach Treatment for Ongoing Pacific Highway Upgrade Project: • Bridge approaches over soft compressible ground up to 20m in depth • High embankment with design height of 5 to 8m • Tight total and differential pavement settlement criteria close to bridge abutments • Tight construction program • Comprehensive design analysis methods including 1-D, 2-D and 3-D limit equilibrium method and finite element method • Issues of ground heave and column movements during installation and engineering solutions • Construction monitoring data compared with design predictions • Back analyses of monitoring data for estimating long term pavement settlement

Henry Zhang Principal Geotechnical Engineer, WSP/Parsons Brinckerhoff

12:10 Drilling Support Fluids - Fundamentals and Recent Developments Drilling support fluids have been used for decades to stabilize deep excavations for bored piles and diaphragm walls. The talk will focus on the fundamental behaviour of different drilling support fluids and the limitations of the most common fluid types depending on the excavation method and ground conditions. Full or partial collapses of deep excavations will cause quality problems which can significantly affect the program and budget of deep foundation projects. The presentation will also introduce recent developments in the area of drilling support fluids and discuss best practise and QA requirements on site.

The following topics will be covered: • Difference between bentonite and polymer drilling support fluids • Advantages and limitations of different fluid types • Suitable ground conditions for drilling fluids • Recent developments and best practise

Dr Martin Larisch Principal, Missing Link Engineering

12:40 Pile Performance and Prediction Events (PPPE) AS 2159-2009 requires that piles are designed to satisfy the inequalities that resistance is greater than applied load at both the Ultimate Limit State (ULS) and the Serviceability Limit State (SLS). It is clear that, especially for rock socketed piles, the SLS may control, and this was acknowledged back in 1998 by Pells et al where Tables 5a and 5b gave values for end bearing pressure at the SLS which were 5 to 10 times lower than the end bearing pressures for ULS, when the loads would typically be only 1.3 to 1.5 timesless. Thus it is important to be able to predict pile performance.


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CONFERENCE DAY ONETUESDAY, 24 NOVEMBER 2015

This presentation will give examples from international experience, where pile load testing to provide the necessary data is far more common, and also from the Gateway Upgrade. In addition reference will be made to Pile Prediction events, which are “games” played by some geotechnical engineers, to predict the performance of piles during a static load test, before the test has been carried out, based on provided geotechnical data. I have been involved in one in Edmonton, Canada in 2011, another in Santa Cruz, Bolivia in 2013, one in Santa Catarina, Brazil in June 2015, and a second one in Santa Cruz, Bolivia also in June 2015.

The results will be presented and discussed.

Stephen Buttling Principal, National Geotechnical Consulting

13:20 Networking Lunch

14:20 Dam Wall Toe Stabilisation Using Mass Soil Mixing Techniques As part of the regional water authority review and upgrade of local dams a 35m x 5m x 3m wet soil mixed block was required for stabilisation of a dam wall toe in remote Victoria, Australia. Remote access, extremely poor roads and high mobilisation costs made more traditional CSM and deep mixing methods cost prohibitive. The dam required a redesign to raise the wall by 2.0m to increase water storage. Additionally, the dam required additional stabilisation to reduce the risk of liquefaction during an earthquake event.

This presentation will cover the following steps taken on this project: • Soil testing indicating loose, cohesionless, high permeability soils to a depth of 3.0 to 3.5m across the toe of the wall • Laboratory trials to determine the mix ratio of cement required to improve the strength of the saturated, liquefiable soil • Implications of soft ground conditions • Wet grab sampling and in situ testing to determine the UCS of the improved soil

David Martel Construction Manager, Wagstaff Piling

15:00 Piled-raft Foundation Design and Case Study The use of piled raft foundations for medium to super high rise buildings is becoming popular in the past two decades. Piled raft foundations utilize piled support for control of settlements, with piles providing most of the stiffness under serviceability conditions and the raft element providing additional capacity at the ultimate condition. As a result, the number of piles required can be reduced when the raft is designed to provide this additional capacity.

Therefore, a piled raft foundation is considered as a cost effective foundation alternative to a fully piled option.

This presentation will cover the following: • Design approach for piled raft foundation • Advantages of piled raft foundations • Discussion on the design process and issues need to be addressed for the foundation design • Design criteria for the ultimate limit state • Comparison of performance for a piled raft and a pile group • Case study on the foundation design for a tall building in Asia

Dr Helen Chow Senior Geotechnical Engineer, Coffey Geotechnics 15:40 Spotlight Presentation by DYWIDAG - Systems International

15:55 Afternoon Tea and Networking Break

16:20 Observations from Christchurch Earthquakes: Liquefaction, Lateral Spreading, and Performance of Deep Foundations This talk will highlight key characteristics of Christchurch liquefaction triggered in the 2010- 2011 Canterbury earthquakes and will focus on the effects of lateral spreading on pile foundations of bridges. Seismic loads, severity of liquefaction, consequent lateral spreading and their effects on pile foundations will be explored in detail using well-documented case studies and numerical analyses. The following topics will be covered: • Characteristics of Christchurch liquefaction • Classification of lateral spreading • Engineering evaluation of lateral spreading • Behaviour of piles in liquefied soils: considerations of ground movement and liquefaction impacts • Damage mechanism for short-span bridges subjected to lateral spreading • Whole bridge pseudo-static analysis: application to a case study • Key factors affecting pile response in liquefiable soils

Professor Misko Cubrinovski Civil & Natural Resources Engineering, University of Canterbury

17:00 State of the Art Driven Pile Installation Monitoring and Online Data Management The Pile Driving Monitor (PDM) is a state-of-the-art monitoring device for use in driven pile installation and verification. This device, along with recently developed online databasing software PileManager, has been implemented on major projects as part of advanced pile verification processes to streamline pile verification and sign-off. This presentation will present a case study of the Yeppen Floodplain Upgrade Project in Queensland, which involved the installation of around 1000 No. octagonal prestressed concrete piles. The use of PDM in conjunction with advanced verification techniques incorporating dynamic testing enabled piles to be signed off quickly and efficiently despite a high level of variability in driving conditions. The outcome was a successfully installed and rigorously certified foundation system, which was achieved without impacting piling productivity.

This presentation will cover the following issues: • Installation monitoring methodology for driven piles using PDM equipment • Advanced pile capacity verification techniques to optimise quality and efficiency • The implementation of ‘PileManager’ online database software for project and quality management on piling projects.

Dr Ben Collingwood Managing Director, Foundation Specialists Group

17:40 Closing Remarks from the Conference Chairman

17:50 Networking Drinks


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CONFERENCE DAY TWOWEDNESDAY, 25 NOVEMBER 2015

8:30 Coffee and Registration 9:00 Opening Remarks from Conference Chairman

Stephen Gamble Senior Geotechnical Engineer, Douglas Partners

9:10 Excavation Induced Shear Forces on Retention Piles Installed in Sydney Rocks The presence of high locked in lateral stresses in Sydney sandstone and shale is well established. The better the rock quality, the higher is the locked in lateral stress. In unsupported excavations in these materials, stress relief simply causes the rock to move a small amount towards the excavation. However, in some cases, soldier piles are installed below excavation level as part of the shoring system to retain an upper zone of soil or poor quality rock, to mitigate potential wedge instability particularly in shales, and/or to provide axial load carrying elements for the superstructure. In these cases, the high locked in stresses can induce high shear forces onto the shoring piles. This presentation will cover the following issues:

• Magnitude of locked in horizontal stresses in Sydney sandstone and shale • Circumstances where shoring piles may be installed below bulk excavation levels • Interaction of excavation induced lateral movements with stiffness of the shoring piles • The consequence of stress relief and high shear forces on the shoring piles • A discussion on the design philosophy for retention piles installed in Sydney rocks

Patrick Wong Senior Principal, Coffey Geotechnics

9:50 Cutting Cost and Generating Efficiency Through Correct Pile Design and Seismic Dilometer Case Study - Macleay River Plain Bridge: Economical design of pile foundations which substantially cut cost of the tile foundations by 30%. A Seismic Dilatometer is used to speed up the rate of gaining valuable information for design. The testing provided a solution to acquire the necessary design information at pace, which was confirmed by high quality testing during the subsequent phases of investigation.

• Reflections on Modern Geotechnical Investigation: use of the Seismic Dilatometer for design • Obtaining reliable design values to ensure programme deadlines are met • Selecting the correct design of ground improvement • Modelling piles and pile groups • Cutting cost & generating efficiency: Looking at pile behavior in finite element program to identify different behaviours • Changing the mindset: Reconciling different perceptions and accepting results

Sergei Terzaghi Principal, Arup

10:30 The Victorian Regional Rail Link – City to Maribyrnong River The Regional Rail Link comprised a significant amount of foundation works in challenging geotechnical conditions in a live rail corridor with limited site access and tight construction schedules. Over 50,000 lm of piling works were undertaken in package B alone of the Regional Rail Link. The piling works included CMCs, bored piles, driven precast piles, driven steel tube piles, sheet piles and CFA. Piling was not only used for structural support but also for ground improvement works to eliminate the removal of excess spoil across the project. • Ground improvement works – CMC piling • Precast piling in flood plain alluvium and challenging fill • Temporary works design issues – lessons learnt • Safe working conditions in a congested live rail corridor • Piling works in the Maribyrnong River – habitat of the endangered grayling fish • Piling works in the ARTC dive structure • Rolling out a timely, and cost effective project

Kate Wingad Lead Engineer, Lend Lease

11:10 Morning Tea and Networking Break

11:40 State Highway 20A to Airport, Auckland, NZ State Highway 20A is the primary route between Auckland Airport and the greater Auckland area. To remove the last remaining traffic signalised intersection on this route, the state highway will be trenched beneath Kirkbride Road. The trench will be 30m wide, 460m long and 7m deep below ground level at its deepest point. Ground conditions are challenging with several metres of soft compressible peat, loose sands and a high groundwater table. The walls of the trench will be constructed using propped and cantilever diaphragm walls, which will also support the bridge. The concrete base slab will be subjected to hydrostatic uplift pressures which will be resisted using steel screw piles. This project is being delivered by the MHX Kirkbride Alliance consisting of NZTA, Beca, Fletchers and Higgins. The presentation will include the following topics:

• Soft soils • Liquefaction • Seismic soil-structure interaction • Screw pile testing and performance

Wayne Pooley Associate Geotechnical Engineer, Beca

12:20 Cockatoo Island Seawall Seepage Barrier – Permeation Grouting, Jet Grouting and a Soil/ Cement/Bentonite Mixed Slurry Capping Trench The remotely located Cockatoo Island iron ore mine off the Kimberly coast in Western Australia, which has been in operation since 1951, was recently expanded up to 50m below sea-level using staged construction of a rock-filled seawall around the open cut mining operation. The most recent stage of the seawall expansion required a seepage reducing cut-off barrier to be installed through the seawall into underlying seabed sediments. A line of grout holes at 1m centres was proposed to form the seepage barrier, with grouting extending 17m below the top of the seawall.


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CONFERENCE DAY TWOWEDNESDAY, 25 NOVEMBER 2015


This case study will address: • Top hammer drilling techniques to penetrate the 12m deep rockfill to seabed level • Permeation grouting • Cementitious and chemical grout to create rapid gel times • Jet grouting to hydraulically mix and grout permeable seabed sediments below the seawall • Soil/cement mixed capping trench using slurry trenching techniques with soil/cement/bentonite mixed backfill

Russell Denny Special Projects Manager, Wagstaff Piling

13:00 Networking Lunch

14:00 Laboratory Experiments of Screw Piles in Sand Under Compressive Loading Results from model screw pile tests in sand will be presented for a range of plate diameters and confining stresses. Results will include data from strain gauges mounted on the plates.

The experimental results will be compared with numerical analyses.

Professor David Airey Head of Geotechnology, University of Sydney

14:40 The Use of Grout Injected Micropiles for Bridge Foundations • Repair of bridge foundations using grout injected hollow bar Micropiles • Overcoming limited access for piling equipment and avoiding closure of site • Static load testing • Addressing high water table and difficult ground conditions • High capacity grout injected Micropiles to eliminate risk of installing driven or bored piles. • Rock drilling technology to avoid additional specialist equipment/drilling techniques • Lowering cost and reducing the overall work program using Micropiles • Reducing risk and cost: Micropiles vs driven or bored piles • Addressing difficult geotechnical conditions and demanding performance requirements • Improving worker safety and increasing productivity

Allan Herse Engineering Manager, Piling & Civil Australia

15:20 Case Histories Involving Failure of Piles and Retention Systems In this presentation, Professor Barry Lehane will present a number of illustrative case histories of where issues arose and how such problems could have been foreseen/avoided. The case histories will be those that that he was personally involved in, often as an expert witness, both in Australia and internationally.

Professor Barry Lehane School of Civil, Environmental & Mining Engineering, University of Western Australia

16:00 Afternoon Tea and Networking Break

16:30 Barangaroo South Stage 1A Geotechnical / structural design then construction of the marine retaining system to provide a salt water cooling inlet for the building’s air conditioning system.

Design Innovation: A 9m high retaining wall on the edge of Sydney Harbour designed without the requirement for ground anchors. Wall propping was achieved via the use of jet grout lower level ground struts and by utilising the capping beam reaction against the existing structure at each end.

Construction Challenges: • Secant pile wall construction in Barangaroo Fill • Jet grout strut construction • Temporary closure of the inlet mouth using sheet piles with jet grout water cut off at each end • Construction interfaces with known and unknown existing structures • Dewatering and excavation plus the provision of safe access for workers • Cutting 3# 2.5m high penstocks in the 1.2m thick concrete diaphragm wall at the bottom of the excavation • Removal of the existing concrete deck • Detailing and placing of scour protection for the harbour / inlet structure interface from the partially demolished deck • Removal of the sheet piles in order to commission the structure

Phil Mackenzie Technical Manager, Advanced Foundation Solutions

17:10 100 James Street, Northbridge (Perth) Limited Access Piling project Existing structure with below water table basement requires a significant upgrade of the existing foundation system to accommodate a new retrofit structure.

Stuart’s presentation will cover: • Challenges of below water table construction • Outline of various ‘retrofit’ foundation upgrade solutions across site • Challenges of accommodating seismic loads within an existing building and repercussions to enhanced foundation design (core pile pre-loading) • Commissioning of new limited access rig ‘Boar’ to supplement existing limited access piling capability • Load testing to verify load and settlement behaviour including feedback to structural seismic design • Lessons from prior projects resulting in a more rigourous pre-works planning process with engineers, builder, and subcontractors input

Stuart Coutts Engineering Director, Belpile

17:50 Closing Remarks from Conference Chairman

18:00 End of Conference

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PRE-CONFERENCE WORKSHOPSMONDAY, 23 NOVEMBER 2015


WORKSHOP A:8:00-10:30

Screw Pile Design and ConstructionScrew piles are a versatile type of foundation suitable for a range of ground conditions and applications. Advantages of this foundation system are rapid installation, immediate structural capacity, minimal site disturbance and potential verification of capacity via installation torque correlations (where supported by factual load test data).

This workshop will provide a state-of-the-art review of design methodologies followed by an illustration of practical applications including bridge foundations, rail infrastructure and buoyancy control systems. The following topics will be covered:

• Theoretical and empirical design methodologies• Practical applications• Construction considerations• Durability• Testing requirements

Facilitator: Dr Giovanny AlvaradoPrincipal Geotechnical Engineer, AECOM

WORKSHOP B:10:30 - 13:00

Seismic Design of PilesWhilst Australia is a low seismic country by global standards, seismic design of piles is increasingly being required for major or significant projects.

This workshop will discuss issues around seismic design of piles generally, and then the specific application in Australia and New Zealand. Topics to be canvassed will include:

• Site response (code vs site specific)• Co-seismic response• Post earthquake behaviours• Design actions

Facilitator: Sergei TerzaghiPrincipal, Arup

WORKSHOP C:13:30 - 16:00

Design and Construction of Piling Platforms It has been suggested that a third of accidents in the piling industry result from defects in working platforms with even more near misses unaccounted for, often resulting from inadequately prepared or maintained site surfaces. Working platforms offer critical support for major equipment used by all contractors and it is therefore essential that all contractors take ownership of responsibility for it.

This workshop will provide you with the tools to properly design construct and adequately maintain the integrity of the platform to meet industry standards and reduce the level of incidents occurring.

• Introduction, agenda and format• Detailed overview of the Working Platform Certificates• The effects of poor working platforms• Best practice guide to design, installation, maintenance and repair of ground supported platforms• Calculating the thickness of the platform and realistic parameters• Calculating the track bearing pressure

Facilitator: Stephen ButtlingPrincipal, National Geotechnical Consulting

ABOUT OUR SPONSORS:

Dywidag Systems International (DSI) is a quality supplier of specialized products and systems for consumables in Mining, Tunnelling, Geotechnical applications, Post Tensioning and Concrete accessories.

DSI Civil Australia has launched a new Civil website with seven product/application categories.

As a German based business DSI has a worldwide network of branches, where the Australian branch is in Newcastle, NSW. DSI produces, in its own manufacturing facility, DSI-products such as rock bolts, strata roof support for mining and tunnelling, soil nails, DCP ground anchors in strands and bars. We also import the DSI-SAH Gewi (550 N/mm2) and WR fully treaded (high tensile 1050N/mm2) bar-systems, as well the DSI hollow bar systems, the DSI GFRP bars and the DSI concrete accessories system.

More products and systems can be found on our new website www.dsicivil.com.au

Bay Shore Systems, Inc. is a manufacturer of large diameter piling equipment. Custom built to meet your specifications based around equipment that can drill from 450 mm up to

6700 mm in diameter and with drill depths up to 30 meters. Bay Shore uses a standard excavator or truck chassis for your base machine platform and offers worldwide installation. With local sales and service support in Australia and New Zealand, you will be covered by the best in the industry. Visit our stand and find out how Bay Shore products can make you more profitable.

QUICK and EASY WAYS to REGISTER

TELEPHONE +61 2 9229 1000

FAX +61 2 9223 2622

EMAIL [email protected]

WEBSITE www.pilingtechniques.com.au

MAIL IQPC, Level 6, 25 Bligh Street, SYDNEY NSW 2000

18120.009/IBFRegister Early & Save!

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*Register & pay by15th September 2015

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Conference + 3 Workshops SAVE $100$3,299 + GST = $3,628.90

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Conference + 2 Workshops SAVE $100$2,899 + GST = $3,188.90

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Conference + 1 Workshop SAVE $100$2,399 + GST = $2,638.90

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Conference Only SAVE $200$1,799 + GST = $1,978.90

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Asset Owners, EPCM’s and Consulting Engineers Addressing Best Practice Piling Planning, Delivery, Innovation and Technology

èMain Conference: 24-25 November 2015èWorkshops: 23 November 2015èVenue: Novotel Sydney Central

oREGISTER ME for Piling & Deep Foundations Australasia PLUS: Workshops: oA oB oC

NOTE: PAYMENT IS DUE WITHIN 7 DAYS FROM REGISTRATION TO SECURE YOUR PLACE. Registrations received without payment or a Government PO will incur a processing fee of $99+GST = $108.90 per registration. Payment prior to the conference is mandatory for attendance. Payment includes lunches, refreshments, a copy of conference presentations via FTP website or workbook and all meeting materials. If payment has not been received two weeks before the conference, a credit card hold will be taken and processed. This card will be refunded once alternate payment has been received.

PRIVACY - YOUR CHOICEAny information provided by you in registering for this conference is being collected by IQPC and will be held in the strictest confidence. It will be added to our database and will be used primarily to provide you with further information about IQPC events and services. By supplying your email address and mobile telephone number you are agreeing to IQPC contacting you by these means to provide you further information about IQPC products and services. From time to time IQPC may share information from our database with other professional organisations (including our event sponsors) to promote similar products and services. Please tick the box below if you do NOT want us to pass on your details.To amend your current details, advise of duplicates or to opt out of further mailings, please contact our Database Integrity Maintenance Department,Level 6, 25 Bligh Street, SYDNEY NSW 2000. Alternatively, email [email protected], call 02 9229 1028 or fax 02 9223 2622.

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IQPC CANCELLATION AND POSTPONEMENT POLICY: FOR DETAILS OF IQPC’S CANCELLATION AND POSTPONEMENT POLICY PLEASE VISIT: www.iqpc.com.au© 2015 IQPC ABN 92 071 142 446 All RIGHTS RESERVED. The format, design, content and arrangementof this brochure constitute a copyright of IQPC. Unauthorised reproduction will be actionable by law.

¨ Please send me _______ set(s) of AUDIO COMPACT DISCS and PRESENTATIONS CD at $878.90 ($799 plus GST) or $603.90 ($549 plus GST) Presentations CD only

¨ Please keep me informed via email about this and other related events

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Book early for HUGEEARLY BIRD savings.

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* Payment not made at the time of registration will be subject to a $99 service charge.* All 'Early Bird' discounts require payment at time of registration and before the cut-off date in order to receive any discount.* Discounts do not apply to vendors/solution providers. IQPC reserves the right to determine who is a vendor.* Any discounts offered (including early bird and team discounts) are subject to availability and require payment at the time of registration.* All discount offers cannot be combined with any other offer.

ACCOMMODATION

The Novotel Sydney Central is the official venue for Piling & Deep Foundations Australasia, and we have negotiated special rates for attendees of this event.

To take advantage of these rates, contact the hotel and quote: IQPC or go to www.pilingtechniques.com.au and click on the Venue and Accommodation page for a direct link to rates

IQPC recognises the value of learning in teams. Take advantage of one of these special rates:

�Register a team of 2 to the conference at the same time from the same company and receive a 5% discount

�Register a team of 3 to the conference at the same time from the same company and receive a 10% discount

�Register a team of 4 or more to the conference at the same time from the same company and receive a 15% discount



� Ask about multi-event discounts. Call +61 2 9229 1000 for more details

Please note: Only one discount applies

• Convert team learning into practical business strategy• An exclusive private meeting & networking space• VIP registration, conference seating and networking support

To qualify:Register a team of 7 or more delegates to the conference at the standard conference rate**

You receive:• Exclusive full-day use of a private room within the conference venue• Networking support & facilitated introductions from the IQPC team throughout the event• Morning and afternoon refreshments catered• VIP registration & conference room seating Availability – 2 only per event* (Not available for service providers) **(No discounts can be applied)

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WHERENovotel Sydney Central169-179 Thomas Street, SYDNEY NSW 2000

02 9281 6888www.novotel.com

WHEN?24 - 25November 2015

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leading industry speakers includethe outcome past two decades. piled raft foundations utilize was a...

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