sg-en169 underground space engineering 2016

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Page 1: SG-EN169 Underground Space Engineering 2016
Page 2: SG-EN169 Underground Space Engineering 2016

“SINGAPORE Signalling for the �rst time that urban planners are exploring the possibility of large scale underground developments that further push the boundary of usage.” - Citiescape

KEY BENEFITS OF ATTENDING:

• Exploring new ways in utilising underground space and it’s engineering complications • Discovering the latest developments: How far has the technology come and it’s success factor• Assessing the effect of tunnel excavation works on adjacent structures• Exploring the technical challenges in constructing underground projects and caverns• Handling unique and complex ground conditions• Exploring urban tunnelling and underground expansion

WHY YOU CANNOT MISS THIS EVENT

Singapore is considered one of the most crowded countries in the world. With increasing population and increasing demand using underground space on a larger scale becomes vital. Underground construction varies from shallow urban tunnels to very deep tunnels and caverns. This year we will have a special focus to cavern development - Building facilities in underground cavern is seen as the optimal solution to address high acquisition costs. Placing facilities underground will require less land take and will also help in reducing environmental impact.

Building on Trueventus Underground Space Engineering events. 2016 event will continue its journey in Singapore, with emphasis on the complex engineering problems; from design and construction of tunnels and underground structures located in complex environments and difficult geological conditions, developing cost effective solutions that suit the various requirements for the underground facilities to proper contract and geotechnical risk management.

This year’s event will be packed with solutions in tackling the different key technical challenges faced during the planning and construction of undergrounds and caverns.

WHO SHOULD ATTEND?

• Engineering & Construction Companies• Geotechnical Developers• Pipeline Engineering• Geotechnical Engineering• Facilities Management Heads• Ground Engineering• Structural Engineering• Architects• Designers• Utilities• Piling• Infrastructure

This event is designed for professionals and representatives from:

• Government – Federal, State & Local Councils• Ministry and/or Department of Works and Transportation• Rail Operators Investors• Policy Makers• Urban Planners

Local Government, Government Departments, Agencies & Authorities:

• Engineering & Construction Firms• Construction• Building materials• Structural• Mechanical

Engineers, Consultants, Project Managers and Contractors involved in:

• Drill & Blast Supervisors • Technical Superintendent/Managers• Maintenance Managers• Project Managers• Technical Service Managers• Rock Engineer/Specialists• Geotechnical Specialists• Operations• Maintenance• Reliability and Asset Management

Technical Specialists:

Marvin LoT: +632 406 4711 | E: [email protected]

For further details, contact

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JOIN THE DISCUSSION

Underground Space EngineeringJoin the group

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SUPPORTING MEDIA

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Page 3: SG-EN169 Underground Space Engineering 2016

FEATURING KEYNOTE PRESENTATION AND CASE STUDIES DELIVERED BY DISTINGUISHED SPEAKERS:

Ir. Leslie Swann DirectorJacobs China Limited, Hongkong

Speaking on: Monitoring for the design and construction of deep excavations and tunnels

Leslie is a highly qualified, geotechnical engineer with over 40 years’ experience in geotechnical works, foundation analysis, groundwater assessment and ground improvement. He has been involved in developing alternative designs as part of value engineering exercises for highway and railway projects and has provided expert advice in construction disputes.

John Endicott Geotechnical & Tunelling AsiaAECOM, Hongkong

Speaking on: 1) Horizontal Directional Coring (HDC) for Subsea Tunnels - Case Study Hong Kong Deep Sewer Tunnels 2) Panel Discussion Engineering in Dif�cult Ground Conditions? Gauging new developments in TBM and other excavation methods for changing grounds

In recognition for his expertise when working in ground engineering for over 40 years. Since 1975 he has been located in Hong Kong and working around South East Asia where he is well known for all aspects of geotechnical engineering. His experience includes involvement with more than 100 underground railway stations and associated tunnels.

Eric Chui Divisional Director and Head of Tunnels and Ground Engineering DepartmentAtkins, Hong kong

Speaking on: Selecting the appropriate cavern excavation method in urban areas

Eric Chui has over 20 years’ experience in the study, design and construction management for large tunnelling projects in different parts of the world. He has experience in underpinning works for buildings, cavern design (large span rock tunnels), deep shafts design and damage risk assessment of tunnel works adjacent to structures.

Lawrence T.H. Lee Senior Construction Engineer-CivilMTR Corporation Limited, Hongkong

Speaking on: Implementing of Intelligent Models of Optimization for Tunnel Blasting Designs

Lawrence is a chartered civil and geotechnical engineer and has over 20 years of experience in underground construction in Hong Kong at urban areas on both TBM and Drill and Blast tunnels employed by client, consultant and contractor firms. He is the Honorary Secretary of The Institute of Materials, Minerals and Mining (Hong Kong Branch).

Dato’ Ir. Dr. Gue See Sew Chief Executive OfficerG&P Professionals Sdn Bhd, Malaysia

Speaking on: Effectively managing structural design issues while correcting ground settlement in deep excavation

Dr. Gue has presented 221 lectures on Geotechnical Engineering. He has also published 108 Technical Papers related to geotechnical engineering in various conferences and seminars including a number of keynote addresses, theme and special lectures.

Sivaram Thirumoorthy Professional Associate (Geotechnical)Singapore

Speaking on: Risk Assessment and management of excavation Induced damages to the buildings/structures in a dense urban areas

Sivaram is a Geotechnical/Tunnelling Engineer with 12 years of progressive university education from basic civil engineering to specialized masters in tunnelling and over 14 years of international work experience in civil, geotechnical and tunnelling industry. Currently he is leading a team of geotechnical engineers and providing solutions to major infrastructure projects with Parsons Brinkerhoff.

Marvin LoT: +632 406 4711 | E: [email protected]

For further details, contact

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Page 4: SG-EN169 Underground Space Engineering 2016

Chris Dulake Engineering DirectorHS2, United Kingdom

Speaking on: Panel Discussion: Engineering in Dif�cult Ground Conditions? Gauging new developments in TBM and other excavation methods for changing grounds

Chris is a Civil Engineer and a Fellow of the Institution of Civil Engineers and has worked in the construction industry for 30 years. In May 2015 he moved to HS2 as Lead Engineer having spent 7 years at Crossrail leading Engineering for the project. Among the projects Chris has worked on are the King’s Cross station Redevelopment, UK; Marmaray Crossing, Istanbul and 2nd Avenue Subway, New York.

FEATURING KEYNOTE PRESENTATION AND CASE STUDIES DELIVERED BY DISTINGUISHED SPEAKERS:

Andrew Forsythe Principal Engineering GeologistMott MacDonald, Singapore

Speaking on: Quantifying geological risk for underground development of tunnels and caverns

Andrew Forsythe is the Principal Engineering Geologist for Mott MacDonald in Singapore and has extensive experience in underground space development in Singapore and across Asia. He has particularly strong experience in tunnelling and cavern projects for transport and power projects and his main area of specialisation is ground characterisation and assessment of geotechnical risk.

Senthil Nath G T Senior EngineerGeoconsult Asia Singapore Pte Ltd, Singapore

Speaking on: Bored Tunnelling in urban environment: Existing tunnel movements due to close proximity- What is the major problem? and How effectively tackle it?

Senthil Nath is Tunnel / Geotech engineer with exposure in major infrastructure projects including TBM as well as SEM/NATM tunnels, Deep foundations and excavation support systems. He is currently involved in Thomson East Coast Line and cable tunnel projects in Singapore. He plays an active role in ITA-YM (International Tunnelling Association for Young Members) and is a part of its steering committee.

Sony Andalis BIM SpecialistBCA Centre for Construction IT (CCIT), Singapore

Speaking on: BIM for Underground Developments

Sonny is a civil engineer by profession with a focus in Transport Engineering and BIM. He has 14 years’ experience in Telecom Infrastructure, Facility Renovation, Rail & Airport Engineering under Alcatel, CPG Consultants & Mitsubishi Heavy Industries prior to joining BCA. He is currently working in the Virtual Singapore project which aims to create a semantic 3D model of a city.

Marvin LoT: +632 406 4711 | E: [email protected]

For further details, contact

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Page 5: SG-EN169 Underground Space Engineering 2016

DAY ONE0800

0845

0900

0945

1030

1100

1145

1230

Registration and coffee

Opening address by Chairperson

Session OneEffectively managing structural design issues while correct-ing ground settlement in deep excavationDeep excavations in urban areas have the potential to cause unfavourable effects on ground stability and nearby structures. In this session the speaker will explore the following key elements: • Setting up monitoring instruments to control and monitor the overall structural issues during the construction of retaining walls, main excavations, and when groundwater is involved• Using BIM to integrate and visualise monitoring data for risk assess- ments during urban deep excavation projects• Assisting construction project teams in identifying and understanding possible blind spots when attempting to achieve risk assessments Dato’ Ir Dr. Gue See Sew Chief Executive OfficerG&P Professionals Sdn Bhd

Session TwoMonitoring for the design and construction of deep excava-tions and tunnels-Case StudyThe design of deep excavation and tunnels necessarily rely on certain assumptions as the variability of ground conditions can never be certain in advance of construction. Therefore in order to validate assumptions monitoring is an essential requirement for geotechnical works. The presentation will explain how monitoring was used in the design and construction of the deep excavation at Ho Man Tin station to validate the design of the first use of GFRP soil nails in Hong Kong in an area of complex geology. Ir. Leslie Swann DirectorJacobs China Limited, Hong Kong

Morning refreshments

Session Three: Panel DiscussionEngineering in Dif�cult Ground Conditions? Gauging new developments in TBM and other excavation methods for changing grounds Tunnel boring machines (TBM) are increasingly used for tunnelling with difficult and complex geological conditions, including rock and soil mixed and interfaced grounds, spalling and bursting rocks, squeezing and swelling grounds, blocky and highly fractured rocks, fault and shear zones, and grounds under high in situ stress and water pressure. Hear from our panel of speakers as they discuss the new methods which can increase the efficiency of excavation in such conditions.Panelist:John Endicott Geotechnical & Engineering Tunneling AsiaAECOM, Hongkong

Chris Dulake Engineering DirectorHS2, United Kingdom

Session FourImplementing of Intelligent Models of Optimization for Tunnel Blasting DesignsThis session seeks to discuss how the adoption of Genetic Algorithm (GA), which is widely used over the world for analyzing and optimizing different engineering problems, to optimize the blasting parameters to improve the blast performance for tunnel blasting when excavating a tunnel with limited blast vibration constraints. There are more than 100 sensitive receivers of different aspects such as building structures, utilities services and geotechni-cal slope features. Using the genetic algorithm for optimization, it is discovered that the Powder Factor for a tunnel blasting could be optimized to its maximum value within the pre-defined vibration limit so that the explosives charge weight will also be maximized for a blast with different tunnel profiles.Lawrence TH Lee Senior Construction Engineer-CivilMTR Corporation Limited, Hongkong

Networking luncheon

1400

1445

1530

1600

1645

1730

1815

Session FiveRisk Assessment and management of excavation Induced damages to the buildings/structures in a dense urban areasAssessing the impact on these buildings/structures in dense enviro-ment is most important part of the design which controls the cost and safety. A proper risk assessment methodology at an early stage of the project influence the overall design and safety in a great way. • Outlining the Risk Assessment approach at early stage of the project• Risk mitigation and management• Planning the Instrumentation and Monitoring• Risk assessment to buildings with Piles - A Case StudySivaram Thirumoorthy Professional Associate (Geotechnical)Singapore

Session SixIntegrating geotechnical risk management and project risk management for achieving project objectives within time and budgetThe segregation of geotechnical risk management and project risk management within project organization is likely to obstruct the catchment of all potential risks management benefits, in terms of improved safety and quality, cost and time savings. Geotechnical risks need to be integrated with overall project risk to be better managed. This session seeks to develop a robust ground models and the associated management of identified hazards and geotech-nical risks which is crucial to effective delivery of construction and civil engineering projects.Speaker to be advised

Afternoon refreshments

Session Seven: Panel DiscussionGauging the effectiveness of Geotechnical Baseline Report (GBR) in managing contractual litigationUsing of Geotechnical Baseline Report (GBR) for contractually defining anticipated ground conditions has become a widely accepted practice in tunneling industry. The significant and critical nature of these reports have increased the scrutiny they received to unprecedented levels. Hear from our panel of speakers as they discuss and provide suggestions of improving the effectiveness of GBR based on their collective experience with many tunnel projects and their GBRs.Panelist:John Endicott Geotechnical & Tunelling AsiaAECOM, Hongkong

Session EightBored tunnelling in urban environment: Existing tunnel movements due to close proximity - What is the major problem? and How to effectively tackle it?With the growing population, the need for TBM tunnels in urban environment has continuously increased in the last decade. The need for TBM tunnels is not only limited to urban transportation but is also constantly increasing for other key infrastructure elements, which results in new tunnels constructed close to existing tunnels / other infrastructure. This presentation will focus on the problems/risks associated with tunnels driven in close proximity and how to assess/quantify the impact. A case study from Thomson East Coast Line is considered to illustrate the impact assessment and risk evaluation. Senthil Nath GT Senior EngineerGeoconsult Asia Singapore Pte Ltd, Singapore

Session NineHorizontal Directional Coring (HDC) for Subsea Tunnels - Case Study Hong Kong Deep Sewer TunnelsSite investigation for tunnels can be a problem. All too often budgetary restrictions result in insufficient information about the ground before tunneling. Horizontal Directional Coring (HDC) can be used to obtain nearly continuous cores close to and parallel with the alignment of the tunnel. Used in conjunction with other site investigation, HDC can provide quality ground models for reason-able anticipation of ground conditions to be encountered during tunneling.John Endicott Geotechnical & Engineering Tunneling AsiaAECOM, Hongkong

End of Day One

Marvin LoT: +632 406 4711 | E: [email protected]

For further details, contact

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Page 6: SG-EN169 Underground Space Engineering 2016

DAY TWO0800

0845

0900

0945

1030

1100

1145

1230

Registration and coffee

Opening address by Chairperson

Session One: BIM for Underground DevelopmentsThis session will discuss the implementation of Building Information Modelling (BIM) to major infrastructure projects in Singapore and its integration with Geographical Information Systems (GIS). In simple terms, how to combine models and maps. The creation of Project Information Model (PIM) fit for regulatory submissions, Construc-tion Information Model fit for construction and Asset Information Model (AIM) fit for facility operation to enable the creation of a smart city a reality. The session will also discuss the development of a 3D subterranean model for the Virtual Singapore project which also includes the collection and conversion of borehole data into a 3D geology model.Sony Andalis BIM SpecialistBCA Centre for Construction IT (CCIT), Singapore

Session TwoAnalysing the practical guidelines for rock cavern design- case study Underground Ammunition Facility, SingaporeUnderground Ammunition Facility is the first major rock cavern project in Singapore, where principles of rock engineering are applied extensively in its development. This session will discuss innovative approaches to rock cavern development as well as risk management which contribute to the successful development of the UAF.Speaker to be advised

Morning refreshments

Session ThreeAdopting the Norwegian know-how’s on groundwater control for Caverns excavated on soft ground Pre-grouting is the usually procedure used for the purpose of reducing the permeability as well as consolidating the rock mass. This session will highlight cost effective tunnelling concept developed in Norway during the last decades. Some project examples will be provided to describe the current practice in Norwe-gian tunnelling.Speaker to be advised

Session Four Hard rock tunnelling in challenging groundThis session will analyze successful methods of dealing with the most challenging conditions encountered, with a particular focus on fractured and faulted ground, mixed face tunnelling, and tunneling in karst or water-bearing conditions. It will discuss new methods, including Dual Mode or “Crossover” type machines, which can increase the efficiency of excavation in such conditions.Speaker to be advised

Networking luncheon

1400

1445

1530

1600

1645

1730

Session FiveSelecting the appropriate carven excavation method in urban areasTunnel design and construction requires the use of appropriate techniques and technologies during all phases of a tunnel project. Selecting appropriate excavation method for large span urban tunnel projects in soft ground is a key factor for successful comple-tion of the project.Eric Chiu Divisional Director and Head of Tunnels and Ground EngineeringATKINS, Hongkong

Session SixGround Water Ingress into Caverns: A case study of hydro-geological assessment for West Island Line Sai Ying Pun Station, Hong Kong will demonstrate the allowable water ingress to reduce risk of short term and long term ground movement In underground hard rock construction, ground treatment is normally limited to installation of support to provide stable ground and safe working conditions. Groundwater ingress control is necessary to prevent surface settlement and damage, or environ-mental impact to vegetation and groundwater resources. Hear from the most relevant projects in Hongkong which shows the most important of high-pressure Pre-Excavation Grouting (PEG) for the purpose of achieving targeted minimum residual groundwater ingress into tunnels and caverns in hard rock.Speaker to be advised

Afternoon refreshments

Session SevenQuantifying geological risk for underground development of tunnels and cavernsGeological and geotechnical uncertainty presents an inherent risk to the tunnelling and cavern development projects .The uncertainty is reduced by geotechnical investigations and engineering experi-ence in similar ground conditions but even with the most detailed investigations, the uncertainty can never be eliminated and therefore it is important to assess what level of risk remains. The process involves using sensitivity analyses to assess impacts of key geological parameters followed by assessments of the likely statisti-cal variance in those parameters to make probabilistic predictions of negative, as well as positive, impacts from those parameters. Some of the parameters discussed here, include rock head level, Q number variation and permeability. Andrew Forsythe Principal Engineering GeologistMott MacDonald, Singapore

Session EightRevolution in sensor technology: Innovative and smart monitoring tools in rock behaviourTechnological innovation can advance engineering practice and increase the appeal of underground space. This session will highlight an innovative and smart technologies that provide significant improvement in the delivery of cost-effective lifecycle performance for underground facilities , contribute to improve-ments in underground space usage, and contribute to resilient and sustainable urban solutions.Speaker to be advised

End of Conference

Marvin LoT: +632 406 4711 | E: [email protected]

For further details, contact

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Page 7: SG-EN169 Underground Space Engineering 2016

1. The course fee is inclusive of the event proceedings, materials, refreshment and lunch.

2. Upon receipt of the complete registration form, invoice will be issued. Trueventus request that all payments be made within 5 working days of the invoice being issued. Full payment must be received prior to the event. Only delegates that have made full payment will be admitted to event. Clients are responsible for their own banking fees and banking fees will not be absorbed into the booking price.

3. Substitution & cancellations policy. Should the registered delegate is unable to attend, a substitute delegate is welcome at no extra charge. Written notifications of all substitutions is required 5 working days prior to the event. Trueventus contracts carry 100% full liability upon receipt of registration. Non payment does not constitute cancellation. A 100% of cancellation fee will be charged under the terms outlined below: Due to limited event seats, Trueventus agrees to book and confirm the seat for the client upon issuance of invoice. Upon signing of this contract, client agrees that in case of dispute or cancellation of this contract Trueventus will not be for total contract value. If a client does not attend the event without written notification at least 5 working days prior to the event date, he/she will deemed as no show. A no show at the event still constitutes that the client will have to pay the invoice amount that was issued to them. Trueventus does not provide refunds for cancellations. By signing this contract the client also agrees that if they cancel that Trueventus reserves the right to pursue monies owned via the use of local debt collection agency were the client is situated. Furthermore the client will be held liable for any costs incurred in collection of outstanding monies. When any cancellations are notified in writing to Trueventus 5 working days prior to the event, a credit voucher will be issued for use in future Trueventus events.

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REGISTER NOWMarvin LoT: +632 406 4711E: [email protected] a Snapshot or Scan and Email us

Marvin LoT: +632 406 4711 | E: [email protected]

For further details, contact

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SG-EN169