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Jackson Jones

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  1. Please be advised that AS4687 Temporary fencing and hoardings has been republished. The updated versions are available from SAI Global. The 2007 version was ambiguous about the design wind speed of temporary fences and hoardings. The updated version provides more clarity on the gust wind speed, i.e. 39m/s for conventional construction sites. The new publication of AS 4687:2022 consists of 4 parts as below: Part 1: General requirements – includes sections on design actions (permanent, imposed and wind), design analysis and testing, Part 2: Temporary fencing and temporary pedestrian barriers – includes sections on classifying fences, components, installation, conformance and testing. This part introduces a class of temporary fence called “Stability class”. It is recommended that “Stability class” fences are not used on construction sites. Part 3: Temporary hoardings – includes sections on systems, components, installation, conformance and testing. Part 4: Temporary swimming pool fencing. If you are procuring proprietary temporary fences or hoardings, please ensure the supplier provides a system that complies with the wind speed requirements of AS 4687.1:2022. Please ensure the temporary fences or hoardings have also been designed for the correct terrain category, shielding class, site topography and proximity to nearby buildings. If you have any questions on any of the above, please contact twf@engineersaustralia.org.au.
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    Learn how to identify, manage and administer temporary works by understanding their risks and how to proceed. Overview Temporary works failures are often significant and can cause death. You can avoid most of these failures with robust procedural control. In this course, you'll learn about: the risks of poorly controlled temporary works common causes of failures where to find good guidelines - including British Standard BS5975. You'll cover local and international best practice in safety in design, as well as in the construction, use, maintenance and removal of temporary works. You'll also learn about common failures. After completing this course, you'll be able to: identify temporary works across a project understand the common risks involved implement good procedural control to reduce risk. You'll also get a workbook that includes references to online tools, books, guidelines and practice notes for further reference. Click here for more details
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    Webinar: Demystifying Temporary Working Platforms for Piling Rigs and Cranes About the Webinar The design and construction of temporary working platforms and their access tracks is required to safely operate piling rigs and cranes. However, temporary working platforms can add significant costs to construction projects and it is therefore important to optimize their design and construction methods. Specialist piling or ground improvement contractors can win or lose projects based on their working platform requirements and the associated cost, program and safety implications can vary tremendously, depending on various parameters which are briefly discussed in this webinar. The design and construction of safe and efficient temporary working platforms requires a detailed understanding of the pile construction methodology or the most critical crane lift as the plant loads applied through tracks or outriggers can vary with different activities like standing, tracking, lifting, drilling of extracting of piling augers. The assessment of such pressures is complex and typically requires experienced personnel with in-depth knowledge of the different operational modes of different piling and/ or lifting operations. Such load inputs are critical for the working platform design. However, the subsurface conditions are as important as the load inputs and they must be sufficiently understood by the temporary working platform designer in order to correctly select the geotechnical design parameters. The platform design can be carried out by following different approaches and the presentation will briefly introduce two common design methods (BRE470 and TWF2019). After the successful construction of the platform, suitable verification methods are applied to provide evidence that the platform was built to meet the required design criteria and after the successful verification a platform certificate can be issued to the piling contractor/ crane supplier to confirm safe operations under the given load/ sub-grade assumptions. About the Speaker Dr Martin Larisch is a Principal Geotechnical Engineer with more than 20 years of international experience in the piling and ground engineering sector. He has worked in various technical and operational leadership roles for some of the largest specialist piling and ground improvement contractors in Australia, New Zealand and Germany and has significant experience in the design of temporary working platforms for piling rigs and cranes. He was also affiliated with The University of Queensland in Brisbane as an Adjunct Associate Professor in the Geotechnical Engineering Centre from 2014 to 2021.
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    TWf webinar The City of Gold Coast required an upgrade of the existing recycled water release system at the Southport Seaway, to accommodate continuing population growth. The project solution included a pipe capable of transferring 6,300 l/s of recycled water from the mainland across the Broadwater seaway via a marine pipeline to an outfall located off South Stradbroke Island. In order to protect the waterways from environmental impacts, an alternative construction method to the original dredged pipeline plan was proposed by the builder John Holland and their specialist subcontractor Bothar Boring and Tunnelling Australia (Bothar). This alternative adopted trenchless construction using micro tunnelling (MTBM) methods. The project involved the tunnelling of two separate drives, the first being a 1385 m length of bored tunnel beneath the Broadwater Seaway between Quota Park on the mainland and South Stradbroke Island. It included the construction of two deep shafts and a 2.5 m (OD) reinforced concrete carrier pipe that was installed with pipe jacking techniques. The second drive involved a trenchless 617m crossing between Quota Park and O’Connell Park, including a section beneath Biggera Creek that was constructed using pipe jacking and micro tunnelling using a 1.940 m (OD) glass-reinforced plastic (GRP) pipe. Golder was engaged by Bothar to join the project team and provide temporary works design support, design services for the tunneling works, construction support that included site attendance across both drives. This presentation will discuss some of the challenges from the designer’s perspective. Speaker Trevor O’Shannessy, Golder, Principal Geotechnical Engineer Trevor has over 20 years of experience in civil, mining and water industries. He has extensive experience in geotechnical investigation, design and contractor supervision. He has led complex geotechnical and geophysical investigations for many tunnelling projects, including the initial Hobsons Bay Crossing Study, the Melbourne Main Sewer Replacement Project and for development of the Westgate Tunnel Concept Design. Trevor has been leading design teams for multiple trenchless construction projects across Australia.
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    One Za’abeel sits at the absolute centre of Dubai, in a strategic position as a gateway to the new business districts of Dubai. It is comprised of two commercial towers linked by a 226m horizontal steel structure 100m above a busy, six-lane highway. The horizontal structure, known as 'The Link' is fixed to the two towers and cantilevers 66m. The Link will house restaurants and shops and have an infinity pool on its roof. Key takeaways For complex structures construction load cases can far exceed the permanent works design capacities. The sequencing and analysis during the erection is a fundamental engineering requirement to safely build complex structures and ensure no part of the structure becomes overloaded or unstable. Movements during the construction staging need to be predicted and the building constructed with presets to achieve final as-built geometries. About the presenter Jens has over 25 years’ experience in the design and documentation of a wide range of structures throughout 24 countries, from seismic retrofit in Nepal and Iran, towers in Europe, Africa and in the Middle East, sports stadiums in Azerbaijan, Multi Arenas in Europe to large scale commercial and residential developments in the GCC countries. Jens has particular expertise in high-rise structures, precast building systems and building physics. Jens has experience with exanimating as well as mentoring master and PhD students at university level in relation to research and development projects. Thursday 21 October 2021, 12:00pm to 1:00pm AEDT Engineers Australia members: FREE Non-Engineers Australia members: FREE
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    Demystifying Continuous Flight Auger (CFA) Piling An Engineering Education Australia Webinar Continuous flight Auger (CFA) piling was introduced in Australia in the 1970’s. The technology has been used as niche product until about 2005 and with the growth of the cities on the East Coast, CFA piling became more attractive, mainly due to high production rates compared with conventional reinforced concrete bored piles. CFA piling can be an efficient and cost-effective method for foundation piles to transfer building loads into the suitable bearing layers. The method can also be used for embedded retaining walls like secant piled walls or contiguous piled walls, providing enhanced stiffness and water proofing performance than king post or sheet piling walls. However, the installation process of CFA piles includes some risks which could cause significant performance issues with respect to the load-settlement behaviour of foundation piles, alignment and water proofing performance of retaining walls, the integrity of pile shafts and excessive ground movements in the proximity of the pile location. The latter has caused significant defects on existing structures due to uncontrolled settlements caused by insufficiently executed CFA piling operations. Hence, potential installation related impacts of CFA piling on the permanent design performance and on the behaviour of adjacent structures (e.g. buildings, services, working platforms, etc.) needs to be considered when selecting CFA piles. The webinar will introduce some of the key installation risks of CFA piling and how those risks can be assessed and mitigated. Such risk assessment and mitigation strategies depend on ground conditions, size of the selected piling equipment, adjacent buildings/ infrastructure and the overall scope of the piling works. The webinar also discusses some special requirements with respect to concrete placement, performance, technology and testing for CFA piling as a large number of defects in CFA piles are related to inadequate concrete performance. Learning outcomes Understand the benefits of CFA piling technology Understand the key risks associated with CFA piling Gain applicable strategies for the mitigation of risk when using the technology Learn some of the special requirements associated with CFA piling such as concrete placement, performance, technology and testing Is this course for you? This webinar is suitable for professionals in the building and construction industry involved in ensuring or assessing the structural integrity of new builds. Topics we'll cover Introduction of the general methodology of Continuous Flight Auger (CFA) piling and typical areas of it's application for foundation piles, retention systems and ground improvement schemes Introduction of the key advantages and major risks of CFA piling, especially in granular soil conditions below the ground water levels Discussion of some robust risk assessment and potential mitigation strategies for CFA piles during the drilling and the concrete placement process Discussion of general concrete technology and suitable testing requirements for CFA piling Facilitator Dr Martin Larisch is a Principal Geotechnical Engineer and Technical Leader for Jacobs in ANZ. Before joining Jacobs in 2020, he worked for various specialist piling and ground improvement contractors in Australia, New Zealand and Germany for more than 20 years in various technical and operational leadership roles. He was also affiliated with The University of Queensland in Brisbane as an Adjunct Associate Professor from 2014 until 2021, where he investigated installation effects of CFA and Drilled Displacement Auger systems on the permanent pile performance.
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    Webinar - Supply Chain Risk and Offshore Procurement Reviewing supply chain risk with COVID-19 based on experience over the last 12 months The issues covered in the webinar are: o When to go offshore and when to keep local. A case study for the procurement of an underground conveyor system from China that had started in March 2020. o Using available technology. There are significant benefits from the use of live streaming and video conferencing for overseas procurement: More eyes on the prize. The benefits of spending money on more inspection rather than travelling overseas Measuring compliance from start to finish. What are the tools to reduce the risk of compliance and quality? More regular communication with your representative onsite. Rather than ‘big bursts’ of communication experienced when travelling to China, there are benefits from more regular communication using video conferencing. Speaker Paul Belcher - CEO, MadePartners Having grown up in the industrial town of Newcastle with a strong interest in manufacturing, Paul started his career as a Mechanical Engineering cadet and completed his Post-Graduate Diploma in Industrial Relations from the University of Newcastle. Paul spent 20 years working for an Australian listed heavy engineering company that designed, manufactured and maintained; passenger rail cars, locomotives, rail wagons, rubber and plastics machinery, satellite antennas, ball mills and draglines components. After transferring to Hong Kong in 2001, Paul became involved in the early days of sourcing heavy engineered product from China. He subsequently co-founded MadePartners to assist clients to mitigate offshore procurement risk for products manufactured in Asia for the rail, resources and infrastructure sectors. He recently moved to Japan to broaden MadePartners footprint in Asia.
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    Webinar Use of Temporary Works to Accelerate Installation of Steel Arch on the Parramatta Light Rail Project The Parramatta Light Rail includes a major structure, the James Ruse Drive Underbridge. The 64m long steel arch bridge was assembled on site and transported across the road and installed onto the pier within a night shift using complex temporary works with strand jacks and self propelled modular transporters (SPMTs). What would look like the work of a wizard from afar, will be explained and broken down into engineering problems that were solved one by one. The presentation will be featuring photos, drawings and time-lapses. Part 1 (by Parramatta Connect): This presentation will introduce the project, give an overview of the bridge layout and present the development of the construction methodology. Then it will explain the preparations leading to the weekend road closure to transport the bridge across the road and give an insight into the complex planning required. Part 2 (by CaSE Design): This presentation will show the detailed temporary works including the SPMTs by Sarens and explain the different load transfers and interfaces. Then it will elaborate on risk mitigation strategies for such a complex operation and the benefits of doing a risk review workshop. Key Take-aways Risk appreciation for complex temporary works and design review processes to be in place Program benefits for accelerated bridge construction Appreciation of the interfaces Understanding that Bridge engineering is not wizardry but based on sound engineering principles Speakers Florian Dieterle - Principal Engineer, CaSE Design Florian has 15 years industry experience as a Design Engineer, specialising in construction engineering and temporary works and the design and delivery of construction equipment for precast-segmental and steel bridges. He is a technical solution provider for complex methodologies. Florian has significant project experience worldwide, including Queensferry Crossing in Scotland, various viaducts in South-East Asia, and in Australia: Westgate Tunnel, Sydney Metro, Cross River Rail, Batemans Bay Bridge, Grafton Bridge. Danny Kim - Senior Project Engineer, CPB Danny has over 10 years’ industry experience as a construction engineer on major infrastructure projects in Australia. Some of the significant projects he has worked on include Parramatta Light Rail Project, Westconnex New M5, Sydney Light Rail Project, Roy Hill Project, APLNG and GLNG and Brisbane Airport Link. Jamie Kennedy - Project Engineer, CPB Jamie has over 9 years experience working as a construction engineer on major infrastructure projects in Australia. Some of the significant projects he has worked on include Parramatta Light Rail Project, Sydney Light Rail Project, Wyangala Dam Safety Upgrade and Bulk Liquids Berth 2 Port Botany. Engineers Australia members: FREE Non-Engineers Australia members: $30
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    Webinar - Temporary Shoring and Propping Design in Australia This event will highlight the key analysis/design, installation and different types of shoring and propping, showing proprietary products available and innovations used in landmark projects in Australia. Ying will present on geotechnical engineering considerations which need to be considered before designing temporary shoring including Geotechnical parameters, influence of surcharge, understanding of soil phenomenon such as heave, use of wall analysis models, benching/batter, etc. You will hear from Sudhir who will present on the latest shoring and propping equipment used in Australia and Harsh will will present a case study on the London Hotel and the use of a propping system as temporary retention for the basement excavation works for this unique project. Speakers Ying Tay MIEAust CPEng NER APEC Engineer IntPE(Aus) - Principal Geotechnical Engineer, Golder Associates Ying is a Principal Geotechnical Engineer at Golder Associates, with over 20 years’ experience in related fields of geotechnical and groundwater engineering consultancy for projects in the Middle East, United Kingdom and Australia; and a further 4 years’ experience in academia. Ying’s leadership experience includes technical delivery for the geotechnical design of major urban buildings and infrastructure projects. Her technical expertise includes soil-structure interaction analysis, of deep basement and foundations, bilateral pile load testing, ground improvement, and implementation of remediation strategy for sites with geo-hazard profiles such as voiding, compressible soils and high groundwater table. Sudhir Raina MIEAust CPEng NER - Engineering Product Manager, Coates Hire Sudhir is a highly experienced Civil Engineer with an MBA from the University of Technology, Sydney. He has worked as a Chartered Engineer and has accreditation in Geotech, Civil, and Structural Engineering. He has experience in construction, consulting and in the design of Temporary Structures for use in Ground and Structural support systems. For the last sixteen years, he has been dealing with Structural Propping and Shoring applications for a myriad of uses across Australia. He has Patents for the design of lightweight Structural Propping and the revolutionary boltless connection for Propping systems. Harsh Bhambra - Project Engineer, Delta Group Harsh is a Project Engineer, who is specialised in basement excavations for the Delta Group and is responsible for liaising with clients, engineering consulting companies and contractors. Harsh monitors the day-to-day activities on site as part of the construction sequence and proposes solutions to problems that arise on site. Harsh has experience in working with various soil strata, including the Coode Island Silt. He recently completed “The London Basement Project” which was an internally propped basement.
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    Webinar - Practical Design Applications of Temporary Works An Engineering Education Australia webinar: The use of temporary works on a construction project greatly increases the WHS risks involved, where failures are often significant events. This webinar will equip participants with an understanding of current design requirements of temporary works by Australian Standards, and what other local guidelines exist for various forms of temporary works. This course will familiarise participants with some of the lesser-known international guidelines for various forms of temporary works, and will provide a list of resources that can be found online and via multiple platforms. We'll cover certain types and forms of temporary works in detail, such as hoardings, formwork, tower cranes, precast panel installation and many others. Design considerations and common pitfalls will be covered to ensure designers are equipped with the necessary knowledge to design simple forms of these structures. This course will provide attendees with an understanding of the design principles for certain forms of temporary works, how to consider them when designing permanent works and where common pitfalls are. Learning outcomes Have a better understanding of the need for collaboration between the permanent works and temporary works design. Will get a better appreciation of how temporary works design impacts the build of permanent works. Be able to broaden their knowledge about the design of certain forms of temporary works. Be provided with further study/reading alternatives on certain topics. Go through a demonstration of how sites are set up, what key forms of temporary works are considered, and how they are designed. Is this course for you? This webinar is ideal for structural, civil and geotechnical engineers and project managers with the following job roles: Site Engineers Temporary Works Engineers Method Engineers Other Consulting Engineers Facilitator Barnabas Ilko Barnabas Ilko MIEAust CPEng NER RPEQ CMEngNZ CPEng(NZ) is a Chartered Professional Engineer (AU and NZ) with post-graduation work experience gained in consulting, construction, heavy engineering, resources industry and ship building. During this time, he worked on tender phase support, through to development of detailed temporary works designs, construction staging and interpreting specifications and drawings on site with construction personnel. During this time in the industry he worked on major infrastructure, deep basements, temporary/permanent retentions, materials placing equipment, lifting equipment, propping/shoring of various structural elements and many other temporary works items. Webinar platform - Zoom These sessions run through Zoom. Once you register for a webinar, you will receive the unique Zoom link 24 hours before the webinar is scheduled to begin. We suggest that you download the Zoom Desktop Client to ensure you can fully participate in the webinar. If you view the webinar through the Zoom web browser or via a phone or tablet device you may not be able to participate in the interactive elements such as answering polling questions. Please read through the following information on Zoom to ensure you are prepared for the webinar: System Requirements Frequently Asked Questions How to download the latest version of Zoom
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    Webinar - Erection of the ANI building The main assembly building at the Australian Naval Infrastructure (ANI) is 200 metres long, 90 metres wide and 50 metres high. This presented significant challenges for the erection of the shed that are magnified by its size. Robert Bird Group (RBG) and Lend Lease (LLL) developed an erection methodology. This reduced the need to work from heights and maintained the sheds stability throughout the erection procedure. The walls were preassembled at ground level and rotated in place and then the roof was assembled at ground level and then jacked into place. Join us to learn more. About the speakers James Deane-Butcher James has 20 years’ experience as a Structural Design Engineer including Construction Engineering and Temporary Works Design. His construction engineering expertise includes construction sequencing, staged erection analysis and temporary works design. James’ experience includes major sports facilities and Convention Centre’s: • Adelaide Oval Redevelopment, Adelaide (Senior Construction Engineer) • Rod Laver Arena Redevelopment, Melbourne (Technical Reviewer) • Adelaide Convention Centre, Adelaide (Senior Construction Engineer) • New Perth Stadium, Perth (Independent Certifier) • Memorial Drive Tennis Centre, Adelaide (Project Principal) • Flemington Racecourse Grandstand Refurbishment, Melbourne (Senior Design Engineer) Kyle Hourigan Kyle has extensive technical experience in the analysis of stadium roofs and long-span structures; floor dynamics and vibrations; modelling and analysis of large complex structures; and construction stage modelling. Kyle's stadium and long span experience includes: • Rod Laver Arena, Melbourne (Design Engineer) • Adelaide Convention Centre, Adelaide (Construction Engineer) • New Perth Stadium, Perth (Design Reviewer) • Stadium Australia, Sydney (Concept Design Engineer) • New Doha International Stadium, Qatar (Design Reviewer)
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    Constructability Considerations for Structures on Major Infrastructure Projects Has the gap between design engineers and construction engineers widened over the past 30 years in Australia? Design engineers work mostly in the office environment and do not get enough site-based experience to inform their design to make it constructible and practical to build. Conversely, construction engineers do not get the experience of working in a design environment and in a lot of cases, lose their design skills. Can we do better? Our two presenters are deeply experienced in the design and construction of major bridge and civil structures both in Australia and overseas. Both Tim and Colin worked on the Phu My bridge in Vietnam in the mid-2000s, a 2km long viaduct with a cable stay span measuring 380 m over the Saigon River. You will hear their perspectives and thoughts on integrating constructability into the design phase of a project and how this carries through to the end. Tuesday 27 April 2021, 6:00pm to 7:30pm AEST Engineers Australia members: FREE Non-Engineers Australia members: $30
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    Geotechnical engineering; science or witchcraft? Speaker: Rahsn Witt The field of geotechnical engineering seems to be filled with people who think that by poking their finger into some soil or hitting a rock with a hammer they can magically obtain all the material properties required for design (often we do). The material properties obtained by the magic finger include unit weight, effective friction angle, effective cohesion, undrained cohesion, and elastic modulus. Even on major projects, material properties are often conjured up on the basis of typical values according to soil consistency. Why don't we do more testing? On the same projects where we magic up the properties for the soil, we test three cylinders of concrete from every truck. Testing soil is difficult and expensive, there are challenges related to field sampling, laboratory preparation and physical constraints of apparatus. In some cases, field testing is appropriate to the conditions. Field tests can be used in isolation; however, when used in conjunction with appropriate laboratory testing there is potential to save significant resources, both time and materials in geotechnical design. Thursday 13 May 2021, 12:00pm to 1:00pm AEST Engineers Australia members: FREE Non-Engineers Australia members: $30
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    Let's discuss Temporary Works - Panel Discussion By Ken O’Neill, Barry Pike and David Thomas Please join the Temporary Works Forum (TWf) Australia, Community of Practice for a panel discussion where we will provide the opportunity to attendees to interact with some fantastic panellists and contribute to a discussion around how we could improve temporary works in our industry. During this panel discussion, we will have a holistic view of the industry's norm and hear from all spectrum of the delivery team, including a permanent works engineer, head contractor, temporary works engineer and a guest from the TWf UK's branch. During this panel discussion, attendees will have the opportunity to ask questions about their most pressing issues they are facing in the industry. A great variety of topics will be discussed, such as collaboration, communication, risk allocation and management, how design and delivery should be approached and executed. Key Takeaways The opportunity to talk to industry leaders and ask questions A better understanding of procedural control of temporary works An understanding of where the industry is and where improvements can be made on construction sites, especially when it comes to temporary works How to improve communication between all parties involved with temporary works Thursday 15 April 2021, 5:00pm to 6:30pm AEST Engineers Australia members: FREE Non-Engineers Australia members: $30
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    How to Apply Your Engineering Skills to Crane and Rigging Related Temporary Works by Stuart Edwards Stuart will cover the application of engineering principles for a range of crane and rigging temporary works. The presentation will include applications, how to and calculation examples. Skew Load Factor: Static indeterminacy applications temporary works What is Skew Load Factor, when does it apply and methods of calculation Rigging tension Worked examples and common errors in calculation Load stability How to calculate and identify if a load is stable when lift points are below the centre of gravity Spreader / lift point design Basic design overview, load factors, load case considerations About the speaker Stuart has 20 years experience covering heavy lift, structural, civil and project engineering and has worked across a range of projects. Stuart has a passion for practical and innovative design. Stuart’s areas of expertise include: Construction methodology and temporary works design Incident investigations and expert witness reports Cranes and heavy lifting Key takeaways Load stability Spreader design Static indeterminacy in temporary works Errors / items commonly overlooked
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