2nd joint international symposium on deformation monitoring …€¦ · measurement and...

JISDM 2013 | 2nd Joint International Symposium on Deformation Monitoring JISDM 2013 | 2nd Joint International Symposium on Deformation Monitoring

2nd Joint International Symposium on Deformation Monitoring (JISDM)9 - 10 September 2013, Nottingham UK

e: [email protected]: +44 115 748 4197 / 748 4198 or +44 115 951 3880 f: +44 115 951 3881w: www.nottingham.ac.uk/engineering/conference/jisdm

2nd Joint International Symposium on Deformation Monitoring (JISDM)9 - 10 September 2013, Nottingham UK


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2 About the conference3 Scientific committee4 Local organising committee5 Keynote speakers7 Timetable9 Symposium session for oral presentations19 Symposium session for posters23 Sponsors27 Transportation28 Technical tour to the Forth Road Bridge in Scotland30 Useful information for the conference31 University map22 Venue floorplan34 Contact information

Contents

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Deformation monitoring of both man-made and natural structures is an important aspect of our activities. Structural failures such as collapses of dams, tunnels, bridges and buildings and geo-hazards caused by events such as landslides, ground subsidence and earthquakes are world-wide problems that often lead to significant economic and life losses. It is therefore important to carry out systematic research and development so we can better understand and manage these problems.

Rapid developments in advanced surveying and mapping techniques, processing algorithms and analytical tools, micro-electronics and computer sciences, wireless communications and machine control have significantly changed both sensors/instrumentation and methodology in Applied Geodesy, Engineering Surveying and other related fields, including those for monitoring natural phenomena and man-made structures. There is nowadays a high demand to develop new monitoring concepts and solutions to meet the real needs of society in minimising the negative environmental impacts.

The International Federation of Surveyors (FIG) represented by Working Group 6.1 “Deformation Measurement and Analysis”, the International Association of Geodesy (IAG) represented by Sub-Commission 4.1 “Alternatives and Backups to GNSS”, the Study Group 4.1 on “New Technologies for Disaster Monitoring and Management”, Sub-Commission 4.2 “Applications of Geodesy in Engineering”, Sub-Commission 4.4 “Applications of Satellite & Airborne Imaging Systems”, and Sub-Commission 4.5 “High Precision GNSS Algorithms and Applications”, and the International Society for Photogrammetry and Remote Sensing (ISPRS) represented by Commission V “Close-Range Sensing: Analysis and Applications” have been very active in developing and applying new concepts, methods and technologies for deformation measurements, analysis and interpretation.

The forthcoming symposium is the 4th time for the FIG and IAG groups to have a joint meeting on this important topic. In 2013, this joint FIG and IAG initiative is further expanded with the support from ISPRS, echoing the importance of deformation monitoring in safeguarding the sustainable development of the economy and society.

Scientists, engineers, educators, research students, representatives from public authorities, policy makers in surveying, geodesy, civil, structural, geotechnical and mining engineering, geology, geodynamics, geosciences, geo-hazard studies and hydrology are invited to attend this key international event to share the latest research results and experiences in deformation measurement, analysis and interpretation.

About the conference


Committee Chairs

Dr Xiaolin Meng Chair of JISDM 2013 Organising CommitteeProfessor Wolfgang Niemeier Chair of FIG Working Group 6.1Dr Günther Retscher Chair of IAG Sub-Commission 4.1 and Study Group 4.1

Scientific Committee

Mr Chris Brown Brunel University, UKProfessor Dorota Brzezinska Ohio State University, USAProfessor Alessandro Capra University of Modena, ItalyProfessor Pengfei Cheng Chinese Academy of Surveying and Mapping, ChinaDr Philip Collier University of Melbourne, AustraliaDr Michele Crosetto Institut de Geomàtica (IG), SpainProfessor Fabio Crosilla Udine University, ItalyProfessor Xiaoli Ding Polytechnical University Hong Kong, ChinaProfessor Yang Gao University of Calgary, CanadaDr Vassilis Gikas National Technical University of Athens, GreeceProfessor Ramon Hanssen Delft Technical University, NetherlandsProfessor Alojz Kopacik Technical University Bratislava, SlovakiaProfessor Heiner Kuhlmann University of Bonn, GermanyProfessor Werner Lienhart Technical University Graz, AustriaProfessor Stuart Marsh British Geological Survey, UK Professor Frank Neitzel Technical University Berlin, GermanyProfessor Wolfgang Niemeier Technical University Braunschweig, GermanyProfessor Witold Proszynski Warsaw University of Technology, PolandDr Guenther Retscher Technical University Vienna, AustriaProfessor Chris Rizos University of New South Wales, AustraliaProfessor Gethin Roberts The University of Nottingham, Ningbo Campus, ChinaProfessor Marco Scaioni Tongji University, ChinaProfessor Volker Schwieger University of Stuttgart, GermanyProfessor Halim Setan Universiti Teknologi, MalaysiaProfessor C. K. Shum Ohio State University, USAProfessor Stathis Stiros University of Patras, GreeceDr Jinling Wang University of New South Wales, AustraliaProfessor Yunjia Wang China University of Mining and Technology, ChinaProfessor Andreas Wieser ETH Zürich, SwitzerlandProfessor Caijun Xu Wuhan University, ChinaProfessor Yuanxi Yang China National Administration of GNSS and Applications, China

Scientific committee

Local Organising Committee

Miss Donna Astill The University of Nottingham, UKMr Lukasz Bonenberg The University of Nottingham, UKDr Guoliang Chen The University of Nottingham, UKMr Barry Colford Forth Road Bridge, UKProfessor Alan Dodson The University of Nottingham, UKMrs Lesley Gray The University of Nottingham, UKDr Craig Hancock The University of Nottingham, UKDr Chris Hill The University of Nottingham, UKDr Zhenhong Li University of Glasgow, UKProfessor Terry Moore The University of Nottingham, UKDr John Owen The University of Nottingham, UK Dr Martin Smith The University of Nottingham, UKDr Andrew Sowter The University of Nottingham, UKMr Ryan Song The University of Nottingham, UKMr Yang Gao The University of Nottingham, UKMr Scott Stephenson The University of Nottingham, UK

Local committee

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Keynote speakers

Dr Xiaolin Meng

Xiaolin is UK Director of the Sino-UK Geospatial Engineering Centre, a dedicated international centre for technology transfer with its HQ in Beijing, China. He has been Special Professor of the Chinese Academy of Surveying and Mapping and of Wuhan University in China since 2004 and 2006 respectively. He holds a PhD in Highway, Urban Road and Airport Engineering from Tongji University in Shanghai where he was appointed Guest Professor in 2010, and a PhD in Space Geodesy from the University of Nottingham. He is author of more than 200 journal and international conference papers. His research focuses include integrated GNSS for structural health monitoring of bridges, advanced GNSS and geodetic data processing, Network RTK GNSS and wide engineering and environmental applications, satellite geometry and its impact on positioning quality in GNSS denied areas. He has been chair of a special study group within IAG on Network RTK Quality Issues, and subcommittee “GNSS for SHM” of the International Association for Bridge Maintenance and Safety (IABMAS) since 2006. He is Associate Editor of the Journal of Navigation, Board Member Editorial Board of the Journal of Applied Geodesy, the Journal of Positioning and Navigation and the Journal of Location-Based Services.

Mr Barry Colford

Barry is Chief Engineer and Bridgemaster for Forth Estuary Transport Authority and a Chartered Civil Engineer by profession and has been a Member of the Institution of Civil Engineers since 1982. After graduation, he worked for the Babtie (now Jacobs) Group in Glasgow in the design office and then on sites both in the UK and overseas on a variety of industrial and bridges projects. He worked on site in Saudi Arabia before returning to the UK and worked in London on site on the major bridges forming part of the M11 motorway extension. Returning to the design office with Strathclyde Regional Council he was involved in the design on bridges on the M80, M74 and M77 motorways in Glasgow as well as the maintenance of large steel bridges (Erskine, Connel and the M8 White Cart Viaduct). Mr Colford joined the Forth Road Bridge Joint Board (now Forth Estuary Transport Authority) as Deputy General Manager in 1996 with responsibility for the maintenance and operation of the Forth Road Bridge. In February 2008, Barry was promoted to the post of Chief Engineer and Bridgemaster.

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Professor Chris Rizos

Chris has been researching the technology and applications of GPS since 1985, and established over a decade ago Australia’s premier academic satellite navigation and wireless location technology research group. Chris is President of the International Association of Geodesy (IAG), Co-chair of the Multi-GNSS Asia Steering Committee, and a member of the Executive and Governing Board of the International GNSS Service (IGS). Chris is currently a Member of a number of Australian national committees including the Permanent Committee on Geodesy, the National Committee for Earth Sciences of the Australian Academy of Sciences, and the Steering Committee of the Asia-Pacific Reference Frame Project. Chris is an honorary professor of Wuhan University, China, a Fellow of the IAG, a Fellow of the Australian Institute of Navigation, and a Fellow of the U.S. Institute of Navigation. He is an author/co-author of over 500 journal and conference papers.

Professor Andreas Wieser

Andreas has over 15 years of experience in academic research and teaching from various positions held at the Vienna University of Technology, the Graz University of Technology and the University of Calgary. His research interests are geodetic monitoring, high precision positioning, kinematic surveying, parameter estimation and quality control. Andreas has been granted Josef Krainer Award for Young Scientist by the Government of Styria, Austria in 2002, Erwin-Schrödinger Fellowship by the Austrian Science Fund in 2003 and Karl-Rinner Award by the Austrian Geodetic Commission in 2006. Andreas is currently a Member of German Geodetic Commission and Austrian Geodetic Commission. He is an Editorial Board Member of Journal of Applied Geodesy and AVN (Allgemeine Vermessungs-Nachrichten).

Keynote speakers


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Timetable

Sunday 8 September 2013 Venue

2 - 9pm On-site registration Orchard Hotel

4 - 6pm Mount posters no.1 to no.32 ESLC room A16

6 - 9pm Ice-breaker reception Orchard Hotel

Monday 9 September 2013

8 - 8.45am Registration Keighton Auditorium

8am - 12.30pm Mount posters no.1 to no.32 ESLC room A16

9 - 10am Opening ceremony (Chair: Xiaolin Meng) Keighton Auditorium

10 - 10.30amKeynote session (Chris Rizos)(Session chair: Alan Dodson)

Keighton Auditorium

10.30 - 11am Tea and coffee Keighton Auditorium

11am - 12.30pmKeynote session (Andreas Wieser, Barry Colford, Xiaolin Meng)(Session chair: Wolfgang Niemeier)

Keighton Auditorium

12.30 - 2pm Lunch Time (Poster and Exhibition Time)Pope room A13 and A14

2 - 3.30pm

S01: New concepts and technologies for deformations monitoring (Chair: Chris Rizos)

ESLC room A9

S02: New algorithms, data processing and integrated deformation analysis (Chair: Andreas Wieser)

ESLC room B7

S03: InSAR for subsidence and landslide applications (Chair: Andrew Sowter)

ESLC room C1

S04: High-precision GNSS for deformation monitoring I (Chair: Joel van Cranenbroeck)

ESLC room A1

3.30 - 4pm Tea and coffee (Poster and Exhibition Time)Pope room A13 and A14

4 - 5.30pm

S05: Geo-hazard monitoring, alert systems and mitigation (Chair: Stuart Marsh)

ESLC room A9

S06: Monitoring stiff structures with integrated methods (Chair: Stathis Stiros / Clemente Fuggini)

ESLC room B7

S07: Terrestrial remote sensors for area-based deformation monitoring I (Chair: Marco Scaioni)

ESLC room C1

S08: High-precision GNSS for deformation monitoring II (Chair: Caijun Xu)

Pope room A1

7 - 9.30pmSymposium banquet (Bus pick up from Orchard Hotel at 6.30pm)

Colwick Hall Hotel Colwick Park,Racecourse Road, Nottingham, NG2 4BH

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Timetable

Tuesday 10 September 2013 Venue

8 - 8.45am Registration ESLC room A16

8 - 10.30am Mount posters no. 33 – no. 63 ESLC room A16

9 - 10.30am

S09: Integrated system for long bridge monitoring (Chair: Barry Colford)

ESLC room A9

S10: Multi-sensors system for deformation monitoring I (Chair: Guenther Retscher)

ESLC room B7

S11: Geodetic and geotechnical data fusion (Chair: Heiner Kuhlmann)

ESLC room C1

S12: Photogrammetry and laser scanning for geometrical modelling I (Chair: Martin Smith)

ESLC room A1

10.30 - 11am Tea and coffee (Poster and Exhibition Time)Pope room A13 and A14

11 - 12.30pm

S13: Monitoring underground structures and mining applications (Chair: Alojz Kopacik)

ESLC room A9

S14: Integrated approaches for large infrastructure monitoring (Chair: Jiming Guo)

ESLC room B7

S15: Terrestrial remote sensing for area-based deformation monitoring II (Chair: Alessandro Capra)

ESLC room C1

S16: Vibration monitoring of buildings and structures using remote sensing radar sensors (Chair: Michele Crosetto)

Pope room A1

12.30 - 2pm Lunch Time (Poster and Exhibition Time)Pope room A13 and A14

2 - 3.30pm

S17: Photogrammetry and laser scanning for geometrical modelling II (Chair: Xiaoli Ding)

ESLC room A9

S18: Applications in geosciences on local and regional scale (Chair: Guoliang Chen)

ESLC room B7

S19: Multi-sensor systems for deformation monitoring II (Chair: Simon Mears)

ESLC room C1

S20: Innovative applications in deformation and structural monitoring (Chair: Volker Schwieger)

Pope room A1

3.30 - 4pm Tea and coffee Keighton Auditorium

4 - 5pmClosing ceremony (Xiaolin Meng / Wolfgang Niemeier / Guenther Retscher)

Keighton Auditorium


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Session 03: InSAR for Subsidence and Landslide Applications Chair: Andrew Sowter

Oral Presentations

• Andrew Sowter (United Kingdom) Extending the SBAS Method to Identify Linear and Non-Linear Land Surface Deformation in Rural and Vegetated Areas

• Marco Scaioni (Hong Kong SAR, China) Plover Cove Dam Monitoring with Spaceborne InSAR Technique in Hong Kong

• Xiaoli Ding (Hong Kong SAR, China) Least Squares Modeling of Multi-Temporal InSAR: Concepts and Results

• Hongdong Fan (China) Deformation Monitoring of Deep Mining Area by D-InSAR and Probability Integral Prediction Model

Alternatives

• Lau Chong Luh (Malaysia) Application of Terrestrial Laser Scanner for Practical Landslide Monitoring

Session 04: High-Precision GNSS for Deformation Monitoring I Chair: Joel van Cranenbroeck

Oral Presentations

• Joel Van Cranenbroeck (Belgium) Thinking Outside a GNSS (Receiver) Box and Antenna

• Fanis Moschas (Greece) Application of the Precise Point Positioning (PPP) Algorithm for the Monitoring of Dynamic Deformations with a Single GPS Receiver

• Mohamad Asrul Bin Mustafar (Netherlands) Monitoring of Local Deformations in North Borneo Using GNSS

• Shuguo Pan (China) Application of the Multi-Constellation Integration in Displacement Monitoring in Dense Building Zone

Alternatives

• Andreas Wieser (Switzerland) Long-Term Monitoring of Kinematic Glacier Surface Deformation Using Single-Frequency GNSS

• Shuguo Pan (China) A New Method on the Rapid Ambiguity Resolution Based on the Double Troposphere Parameter Restricted Long Baseline Network RTK

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Symposium session for oral presentations

Session 01: New Concepts and Technologies for Deformation Monitoring Chair: Chris Rizos

Oral Presentations

• Hiddo Velsink (Netherlands) An Extendable Linearised Adjustment Model for Deformation Analysis

• Robert Duchnowski (Poland) Comparison of Two Unconventional Methods of Estimation Applied to Determine Network Point Displacement

• Shijun Ding (China) Theory and Method of Hypothesis Test of the Nonparameter for Semi-Parametric Model

• Wujiao Dai (China) Spatio-Temporal Modeling Dam Deformation Using Independent Component Analysis

Alternatives

• Xianghong Hua (China) Extracting of Six Deformation Parameters Using Improved KNNS-ICP Methods Based on Terrestrial Laser Scanning Data

• Joel Van Cranenbroeck (Belgium) GPS Multiswitch Antenna System for Shanxi Tailings Water Reservoir Online Safety Monitoring Operations

Session 02: New Algorithms, Data Processing and Integrated Deformation Analysis Chair: Andreas Wieser

Oral Presentations

• Frank Neitzel (Germany) Evaluation of NPL Footbridge Tilt and Temperature Time Series Data via Adaptive Kalman Filtering

• Stefan Lackner (Austria) Evaluation of State of the Art Methods for Surface Monitoring of Earth Filled Dams

• Shengli Wang (China) A New Stochastic Model Considering Satellite Clock Interpolation Error in Precise Point Positioning

• Jinli Xiao (China) De-Nosing of Bridge Deformation Monitoring Based on EMD and Kalman Filtering

Alternatives

• Junbo Shi (China) A Performance Analysis of Real-Time Precise Point Positioning for Deformation Monitoring

• Jianliang Nie (China) PPP in Supporting Geo-Hazard Monitoring


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S07: Terrestrial Remote Sensing for Area-Based Deformation Monitoring I Chair: Marco Scaioni

Oral Presentations

• Michele Crosetto (Spain) Deformation Monitoring Using Ground-Based SAR Data

• Ashraf Afana (United Kingdom) Full-Waveform Terrestrial Laser Scanning for Deformation Monitoring: Implications for Slope Failure Monitoring

• Michael Riedmann (Germany) Landslide Monitoring with Corner Reflectors and Satellite Interferometry

• Alessandro Capra (Italy) Multi-Sensors Integrated System for Landslide Monitoring: Critical Issues in System Setup and Data Management

Alternatives

• Jinjun Xu (China) Integral Deformation Monitoring and Analysis of the Bridge by Terrestrial Laser Scanning

Session 08: High-Precision GNSS for Deformation Monitoring II Chair: Caijun Xu

Oral Presentations

• Shanqi Huang (China) A New Mentality about Ionospheric Delay Elimination when Using Single Frequency Receiver in the GPS Deformation Monitoring

• Peng Zhang (China) Design and Implementation of High Accuracy Software Receiver for Structural Health Monitoring

• Chris J Brown (United Kingdom) Four Case Studies of Deflection and Frequency Monitoring of Suspension Bridges Using GNSS

• Qusen Chen (China) The GPS/BDS Integrated Real-time Deformation Monitoring Based on the Observable-Compensation Technology

Alternatives

• Bachir Gourine (Algeria) Generalized Regression Neural Network (GRNN) Based GPS Network Deformation Field Analysis

• Wenfeng Nie (China) Apply of Independently Estimated DCB and Ionosphere TEC in Single-Frequency PPP

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Session 05: Geo-Hazard Monitoring, Alert Systems and Mitigation Chair: Stuart Marsh

Oral Presentations

• Jieming Niu (China) Real Time Broadband Kinematic Coseismic Deformations Associated with the Mw 9.0, 11th March, 2011, Tohoku-Oki Earthquake

• Panos Psimoulis (Switzerland) Detection of Seismic Events Using GPS Network Records: Case Study Tohoku 2011 Earthquake

• Haili Sun (China) Development and Application of Deformation Monitoring System for the landslide At Fuchunjiang Dam

• Jan Zalesky (Czech Republic) Landslide Mapping and Monitoring Concept

Alternatives

• Gabriela Llanet Siles (Germany) Subsidence Rates Estimation in Central Mexico City by Means of an Open-Source Algorithm for Multitemporal Interferometry

• Naani Mphathiwa (Botswana) Deformation Monitoring at Jwaneng Mine: An Integrated Approach

Session 06: Monitoring Stiff Structures with Integrated Methods Chair: Stathis Stiros / Clemente Fuggini

Oral Presentations

• Fanis Moschas (Greece) Measurement of Deflections of Stiff Bridges with 100Hz GNSS: How Far We Can Reach?

• João Olympio De Araújo Neto (Brazil) Monitoring the Deflections of a Small Concrete Bridge with the Adapted Phase Residual Method Using High Rate GPS Data

• Clemente Fuggini (Italy) Application of Structural Health Monitoring for the Safety of Infrastructure

• George Piniotis (Greece) Dynamic Testing and Output-Only Modal Analysis of a Bypass-Stack during Extreme Operating Conditions

Alternatives

• Cristina Castagnetti (Italy) A Multidisciplinary Approach for Monitoring Ancient Towers Stability: On Identifying Differential Movements and Rotations by Multi-Sensors Integration


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Session 11: Geodetic and Geotechnical Data Fusion Chair: Heiner Kuhlmann

Oral Presentations

• Veikko Saaranen (Finland) Monitoring Bedrock Deformation in Olkiluoto Using Precise Levelling Data

• Stathis Stiros (Greece) Bias in Tide-Gauge Data from the Analysis of Collocated Sensors and Implications for Coastal Tectonics

• Panos Psimoulis (Switzerland) Measuring Sub-mm Structure Displacements Using Qdaedalus: A Digital Clip-on Measuring System Developed for Total Stations

• Moh Fifik Syafiudin (United Kingdom) Ground Subsidence Phenomena in the Bandung Basin, Indonesia Observed by Geodetic Techniques and Geotechnical Modeling

Alternatives

• Bingqian Chen (China) Integration of D-InSAR and SVR for Time Series Monitoring and Dynamic Prediction of Mining Subsidence

Session 12: Photogrammetry and Laser Scanning for Geometrical Modelling I Chair: Martin Smith

Oral Presentations

• Hans Neuner (Germany) Modelling of Terrestrial Laser-Scanning Profile Measurements with Free-Form Elements

• Wolfgang Niemeier (Germany) Near Real-Time Monitoring of an Inner City during the Construction of a Subway by Persistent Scatterer Interferometry

• Yonghong Zhang (China) Deformation of Buildings and Transport Infrastructures Observed by Time Series TerraSAR-X Images

• Han-Mei Chen (United Kingdom) Advanced Monitoring Techniques for Assessing the Stability of Small-Scale Tunnels

Alternatives

• Bimin Zheng (Germany) Detection of Hydrothermal Deformations of Sandstone Using Laser Scanning

• Mohammad Faris Suparman (Malaysia) Geodetic Deformation Survey of Steel Structure during Compression Testing Using Terrestrial Laser Scanner

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Session 09: Integrated Systems for Long Bridge Monitoring Chair: Barry Colford

Oral Presentations

• Jiayong Yu (China) Measuring Dynamic Displacements and Vibration Frequencies of a Medium-Span Footbridge Using Multi-mode GNSS Processing

• Frank Neitzel (Germany) Integration of Finite Element Method within Least-Squares Adjustment for Damage Detection

• Hua Liu (China) Structure Deformation Test in Extra Long-Span Bridge Load Test

• Jae-Kang Lee (China) Multipath Mitigation for Bridge Deformation Monitoring Applications

Alternatives

• Fanis Moschas (Greece) Fusion of GPS and RTS Measurements to Overcome GPS Signal Deficiencies in Bridge Monitoring Applications

• Joel Van Cranenbroeck (Belgium) The Unconventional Use of an Automatic Total Station to Perform Relative Deflection around a Line of Sight

Session 10: Multi-Sensor Systems for Deformation Monitoring I Chair: Guenther Retscher

Oral Presentations

• Jian Wang (China) Optimal GPS/Accelerometer Integration Algorithm for High Precision Dynamic Displacement Monitoring

• Lukasz Kosma Bonenberg (United Kingdom) Utilisation of Locata and Novel Locata and GPS Integration for Deformation Monitoring

• Andrey Shakhramanyan (Russian Federation) Structural Health Monitoring System for High Rise and Unique Buildings

• Linyuan Xia (China) Integrated BD/GPS Positioning for Deformation Monitoring

Alternatives

• Nao Minakata (Japan) Establishment of Ubiquitous Wireless Sensor Network for Observational Method of Infrastructures


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Session 15: Terrestrial Remote Sensing for Area-based Deformation Monitoring II Chair: Alessandro Capra

Oral Presentations

• Roderik Lindenbergh (Netherlands) Trends in Detecting Changes from Repeated Laser Scanning Data

• Daniel Wujanz (Germany) Defo scan++: Surface Based Registration of Terrestrial Laser Scans for Deformation Monitoring Analysis

• Andreas Roncat (Austria) A Natural Laboratory - Terrestrial Laser Scanning and Auxiliary Measurements for Studying an Active Landslide

• Marco Scaioni (China) Image-Based Deformation Monitoring

Alternatives

• Fabian Neyer (Switzerland) Monitoring Rock Glaciers with GPS and High-Resolution Cameras

• Anita Soni (United Kingdom) Comparison of Conventional Survey, Laser Scanning and Photogrammetry for Structural Monitoring in the Rail Industry

Session 16: Vibration Monitoring of Buildings and Structures Using Remote Sensing Radar Sensors Chair: Michele Crosetto

Oral Presentations

• Michele Crosetto (Spain) Introduction to Radar-Based Vibration Measurement

• Pier Paolo Ricci (Italy) Static and Dynamic Monitoring of Civil Engineering Structures by Microwave Interferometer

• Michele Crosetto (Spain) Radar-Based Vibration Monitoring Applications

• Qing Yue (China) The Application of GPS in Monitoring of Super Long-Span Bridges in China during the Operating Period

Alternatives

• Xiaolin Meng (United Kingdom) Re-Processing GNSS Monitoring Data for the Major UK Bridges

• Ana Tapia-Gomez (Spain) Deformation Monitoring of the Control Tower, Port of Barcelona (Spain)

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Session 13: Monitoring Underground Structures and Mining Applications Chair: Alojz Kopacik

Oral Presentations

• Donglie Liu (Germany) Mapping Land Deformation Caused by Mining in a Mountainous Area and Extracting Mining Subsidence Parameters with High Resolution Satellite-Based SAR

• Mohammed Abusharkh (Austria) Case Study: 3D Automatic Excavation Monitoring System Implemented during Construction of the First Light Rail Transportation System in Qatar

• Christoph Holst (Germany) Fault Edge Detection for Analyzing Surface Deformations with Ground Movement Models

• Guoliang Chen (China) Key Technologies on ‘One-Chart’ Construction in Coal Mining Area

Alternatives

• Yong Liang (China) Deformation Monitoring and Predicting of High-Rise Buildings Based on the Internet of Things

Session 14: Integrated Approaches for Large Infrastructure Monitoring Chair: Jiming Guo

Oral Presentations

• Stella Pytharouli (United Kingdom) Estimation of a Safety Threshold for the Crest Settlements of Embankment Dams

• Pedro Faggion (Brazil) Geodetic monitoring applied to the Mauá hydroelectric power plant - Brazil

• Yin Zhang (Germany) Minimising the Risk for Deformation Monitoring Projects

• Tomasz Owerko (Poland) Selected Algorithms and Measurement Technologies to Determine the Dynamic Behavior of Slender Bridges

Alternatives

• Emad Elbeltagi (Egypt) Monitoring and Assessment of Mansoura Railway Steel Bridge Using RTK-GPS Technique

• Jingui Zou (China) The Implementation of Data Collection and Decoding Based on GNSS Antenna Array Receiver


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Session 19: Multi-Sensor Systems for Deformation Monitoring II Chair: Simon Mears

Oral Presentations

• Yunjia Wang (China) An Integrated Approach for the Detection and Monitoring of Mining Geological Disasters

• Mingfeng Li (China) A Safety Supervision System for Building Excavation Engineering Based on PDA/GPRS/GIS

• Joel Van Cranenbroeck (Belgium) The Potential of Leica Multistation MS50 for Hydropower Dams Deformation Measurements

• Christoph Reith (Germany) Image Assisted Total Stations: Prospects for Deformation Monitoring

Alternatives

• Josep Gili (Spain) Long Term Real Scale Experiment to Assess the Thermal Effects on the Deformation Monitoring of Buildings

• Karolina Hejbudzka (Poland) Accuracy of the Angular and Linear Observation from Terrestrial Laser Scanner

Session 20: Innovative Applications in Deformation and Structural Monitoring Chair: Volker Schwieger

Oral Presentations

• Alojz Kopacik (Slovakia) Deformation Monitoring of Bridge Structures Using TLS

• Jiming Guo (China) The Simulation Experiments of Safety Monitoring for Construction Crane Group Based on GPS Single-Epoch Solution

• George Bourmas (Greece) Modeling Hanging Wall Stability Problem with Genetic Algorithms and Neural Networks

• Claudius Schmitt (Germany) Strain Detection on Bridge Constructions with Kinematic Laser Scanning

Alternatives

• Mikolaj Skulich (Poland) Utilisation of UWB in the Mining Excavation Collapse Scenario

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Session 17: Photogrammetry and Laser Scanning for Geometrical Modelling II Chair: Xiaoli Ding

Oral Presentations

• Luke Bateson (United Kingdom) The Application of the ISBAS InSAR Method to the South Wales Coalfield

• Ping Lu (China) Spatial Sensor Network for Landslide Monitoring: Concept, Design and Experimentation

• Daniel Wujanz (Germany) On the Statistical Significance of Deformation Captured by Terrestrial Laser Scanning

• Martin Lehmann (Germany) A Field Testing Method for GB-SAR Instruments

Alternatives

• Mohd Azwan Abbas (Malaysia) Self-Calibration for Accuracy Enhancement of Hybrid and Panoramic Scanners

• Klaus Mechelke (Germany) A Monitoring System with TLS Sensor

Session 18: Applications in Geosciences on Local and Regional Scale Chair: Guoliang Chen

Oral Presentations

• Vassilis Gikas (Greece) Structural Integrity Verification of a Cable-Stayed Footbridge Based on Conventional and Non-Conventional Geodetic Data

• Jie Dong (China) Atmospheric Artifact Compensation in Ground-based Radar Interferometry

• Cheng Xing (China) Analysis of the Effects on the GB-SAR Dam Monitoring Data Caused by the Environmental Factors

• Nicolas Houlie (Switzerland) Regional Variations in Lithosphere Deformation beneath the British Isles

Alternatives

• Przemyslaw Kuras (Poland) Evaluating the Accuracy of the Interferometric Radar for Displacement Surveying


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Symposium sessions for posters

Poster session on 9th September 2013

Number Title Name

1Extracting of Six Deformation Parameters Using Improved KNNS-ICP Methods Based on Terrestrial Laser Scanning Data

Xianghong Hua

2GPS Multiswitch Antenna System for Shanxi Tailings Water Reservoir Online Safety Monitoring Operations

Joel Van Cranenbroeck

3A Performance Analysis of Real-Time Precise Point Positioning for Deformation Monitoring

Junbo Shi

4Four Case Studies of Deflection and Frequency Monitoring of Suspension Bridges Using GNSS

Gethin Roberts

5Application of Terrestrial Laser Scanner for Practical Landslide Monitoring

Lau Chong Luh

6A New Method on the Rapid Ambiguity Resolution Based on the Double Troposphere Parameter Restricted Long Baseline Network RTK

Shuguo Pan

7Long-Term Monitoring of Kinematic Glacier Surface Deformation Using Single-Frequency GNSS

Andreas Wieser

8 Deformation Monitoring at Jwaneng Mine: An Integrated Approach Naani Mphathiwa

9Subsidence Rates Estimation in Central Mexico City by Means of an Open-Source Algorithm for Multitemporal Interferometry

Gabriela Llanet Siles

10A Multidisciplinary Approach for Monitoring Ancient Towers Stability: On Identifying Differential Movements and Rotations by Multi-Sensors Integration

Cristina Castagnetti

11Integral Deformation Monitoring and Analysis of the Bridge by Terrestrial Laser Scanning

Jinjun Xu

12Apply of Independently Estimated DCB and Ionosphere TEC in Single-Frequency PPP

Wenfeng Nie

13Generalized Regression Neural Network (GRNN) Based GPS Network Deformation Field Analysis

Bachir Gourine

14Fusion of GPS and RTS Measurements to Overcome GPS Signal Deficiencies in Bridge Monitoring Applications

Fanis Moschas

15The Unconventional Use of an Automatic Total Station to Perform Relative Deflection around a Line of Sight


16Establishment of Ubiquitous Wireless Sensor Network for Observational Method of Infrastructures

Nao Minakata

17Deformation Monitoring of Deep Mining Area by D-InSAR and Probability Integral Prediction Model

Hongdong Fan

18A New Approach for Tunnel Deformation Monitoring of Terrestrial Laser Scanning

Xiaojun Cheng

19A Novel Method of Accurate Positioning for SINS during GPS Outages

Jinli Xiao

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Number Title Name

20Analysis and Validation on Ill-Posedness in the Independent Baseline-Ambiguity Resolution of BDS

Wang Gao

21Analysis of the Wytch Farm Oilfield's Land Motion Caused by the Oil Production Using Three InSAR Methods

Anna Klimkowska

22Analysis of Time Series about IGS Stations in Turkey Using Different Models

Ismail Sanlioglu

23Assessment of Differential Deformations in the Vicinity of the Dams at the Main Storage of the Karahnjukar Hydroelectric Project

Jonas Thor Snaebjornsson

24Assessment of GPT2 Empirical Meteorological Model in Precise Point Positioning Analysis

Weirong Chen

25Comparison of the Industrial Element Shape Reconstruction Accuracy Using Digital Images and Industrial 3D Scanning

Anna Klimkowska

26Creation of Strain Maps from Velocity Field of Deformation - Benefits Arising Therefrom

Milan Talich

27 Deformation Analysis of a Gantry Crane during WorkloadMohamad Asrul Bin Mustafar

28Detection and Elimination of Outliers Based on Observed Constants in Baseline Solution of GNSS

Zhiyue Yan

29Enhanced Deformation Monitoring by Integrating Beidou Navigation Satellite System (BDS) With GPS

Zhizhao Liu

30Extraction and Analysis of Deformation Signal of Su-Tong Bridge Pylons Based on Singular Spectrum Analysis

Yue Dongjie

31Ground Deformation Monitoring in Beijing Based on Time Series and High Resolution SAR Images

Changjun Huang

32 Ground Deformation Monitoring over Salt Mine John Hamilton


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Poster session on 10th September 2013

Number Title Name

33Detection of Hydrothermal Deformations of Sandstone Using Laser Scanning

Bimin Zheng

34Geodetic Deformation Survey of Steel Structure during Compression Testing Using Terrestrial Laser Scanner

Mohammad Faris Suparman

35Deformation Monitoring and Predicting of High-Rise Buildings Based on the Internet of Things

Yong Liang

36Monitoring and Assessment of Mansoura Railway Steel Bridge Using RTK-GPS Technique

Emad Elbeltagi

37The Implementation of Data Collection and Decoding Based on GNSS Antenna Array Receiver

Jingui Zou

38Comparison of Conventional Survey, Laser Scanning and Photogrammetry for Structural Monitoring in the Rail Industry

Anita Soni

39 Monitoring Rock Glaciers with GPS and High-Resolution Cameras Fabian Neyer

40Deformation Monitoring of the Control Tower, Port of Barcelona (Spain)

Ana Tapia-Gomez

41 Re-Processing GNSS Monitoring Data for the Major UK Bridges Xiaolin Meng

42 A Monitoring System with TLS Sensor Klaus Mechelke

43Self-Calibration for Accuracy Enhancement of Hybrid and Panoramic Scanners

Mohd Azwan Abbas

44 An Investigation into Deformation Monitoring in Deep Excavations Tom Mirrington

45Evaluating the Accuracy of the Interferometric Radar for Displacement Surveying

Przemyslaw Kuras

46Accuracy of the Angular and Linear Observation from Terrestrial Laser Scanner

Karolina Hejbudzka

47Long Term Real Scale Experiment to Assess the Thermal Effects on the Deformation Monitoring of Buildings

Josep Gili

48 Utilisation of UWB in the Mining Excavation Collapse Scenario Mikolaj Skulich

49Influence on Coordinate System Selection for Volumetric Deformation Analysis of Seacliff Erosion

Michael Olsen

50Introducing Large Area Subsidence Alert Monitoring Information System (Lasamis)


51Monitoring of Cycle Bridge Using Accelerometers and Ground Base Radar – Case Study

Alojz Kopacik

52Noise Characteristics in DORIS Position Time Series Derived from IGN-JPL, INASAN and CNES-CLS Analysis Centres

Sofiane Khelifa

53Performance Investigation of Modified Ambiguity Function Approach under Various Carrier Phase Linear Combinations

Mevlut Yetkin

54Phase Space Reconstruction Based Single Channel ICA Algorithm and Its Application in Dam Deformation Analysis

Dawei Huang

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Number Title Name

55Post-Construction Behaviour of Earthfill Dams Based on Analysis of Long-Term Geodetic Data: A Case Study of Pournari I Dam (Greece)

Panagiotis Michalis

56Problem of Evaluating the Significance for Displacements in Heterogeneous Monitoring Networks

Krzysztof Nowel

57 Processing of Dam Settlement Data for Statistical AnalysisFjola G. Sigtryggsdottir

58Research on Deformation Prediction of Subway Structure Based on Neural Network Technology

Dunyong Zheng

59Robustness Analysis of 3D Geodetic Networks: Case of Oran (Algeria) City GPS Network

Bachir Gourine

60The Analysis of the Ill Posedness in High-Precision Positioning Model of BDS

Shuguo Pan

61The Monitoring of Ground Movements with Radar Systems in the Research Project GMES4Mining

Karsten Zimmermann

62The Monitoring Technology Research on Overall Deformation of the Construction Process of Large Span Steel Structure

Youshan Zhao

63The Worldwide First Permanent Deformation Monitoring System for 4 Hydroelectric Power Plants In Ukraine


64Towards Assessing Load Carrying Capacity of Highway Bridges from Mobile Laser Scanning Data during Routine Inspection Programs

Belen Riveiro


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Sponsors

Platinum sponsor:

We live in a dynamic world that’s in a constant state of change. Buildings, bridges, tunnels and the infrastructure that surround us are under increasing strain through greater usage, climate change and proximity to construction. Safeguarding our infrastructure is critical to the safety and structural integrity of the world we live in. Early and precise deformation monitoring is an absolute necessity to protect against these risks and uncertainty.

With nearly 200 years of experience in precise measurement and over 20 years of expertise in automatic deformation monitoring systems, professionals rely on Leica Geosystems.

To find out more visit our stand, website www.leica-geosystems.co.uk or email [email protected].

Gold sponsors:

China Railway Major Bridge Reconnaissance & Design Institute Co. Ltd (BRDI), was founded in 1950 as a state-owned company with more than 500 employees.

BRDI provides various engineering services, including: bridge surveys, site investigations, engineering design, design proof checks, consultancy, scientific research, structural inspections, retrofit and moni-toring, construction supervision, project management, and D&B project implementation.

Over the past sixty years, BRDI has accomplished the reconnaissance and design for more than 800 modern and major bridges of various types throughout China and more than 10 other countries all over the world. It includes 20 bridges across bays, 100 across the Yangtze River and 40 across the Yel-low River. Almost all the long-span railway bridges and combined rail and road bridges in China are designed by BRDI.

China Railway Major Bridge (Nanjing) Bridge and Tunnel Inspect and Retrofit Co. Ltd is a subsidiary of BRDI that was founded in July 2007 and it is the first bridge health diagnosis and treatment research professional institution in China. Relying on rich reconnaissance and design experience from BRDI and research advantage from adjunct China Universities, it has developed into a comprehensive service agency which provides detecting and monitoring of bridges and tunnels, technical evaluation and ap-praisal, reinforcement design, bridge supporting equipment design and software development.

TopRS is mainly engaged in Aerial Remote Sensing, Low-altitude UAV Remote Sensing, Aerospace Remote Sensing Data Processing and 3D Geo-Information System Technology Research and Development. The technological achievement has been widely used in Land and Resource Monitoring, Ecological Environment Protection, Key Project Construction, Emergency Relief, Digital City Construction and so on.

Our company is equipped with a specialised research and development team, focusing on key technology research and development of Surveying and Mapping Geographic Information Industry, and a technical services team with strong technical strength and rich management experience. We can provide the whole process solution of modern surveying and mapping in various industries.

Hi -Target has become one of the most popular brands of geodetic and hydrographical surveying instrument in China. Main products are GPS/GNSS receivers, GIS data Collectors, CORS/monitoring system, total stations and hydrographical surveying instruments.

Hi-Target is powered by a professional R&D team, which is dedicated to GPS/GNSS technology and hydrography for over 10 years. It is known as the most promising brand among all international brands of geodetic and hydrographical surveying instruments on the current market.

Hi-Target was founded in 1999. It was the first company listed on the Chinese Stock Market among all counterparts. Hi-Target has seven subsidiaries and 32 branches with more than 1000 staff. The annual turnover is up to 73 million USD in 2012. With the mission to create value for our customers and create wealth for the shareholders, Hi-Target’s aim is always to keep going on its business and developing new Hi-Tech products, such as a multi-beam echosounder, 3D laser scanner, UAV etc.

China TopRS Technology co., Ltd (hereafter referred to the company) is a high-tech enterprise, founded in March 2005. The company is the first batch “Gazelle Company“ of Beijing and the first key laboratory for enterprises of National Administration of Surveying, Mapping and Geoinformation -“Aerial remote sensing technology key laboratory”. It not only has A-grade qualification of surveying and mapping, but also acquires ISO9000 international certification.

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Gold sponsors:


China University of Mining and Technology (CUMT) is one of the key national universities under the direct administration of the China’s Ministry of Education. It is also one of the universities which host a graduate school with the approval of the Ministry of Education, and one of that in the national “211 project”, a government program designed to support and improve top-level institutions of higher education in China.

The School of Environment Science and Spatial Informatics (SESS) is a very important school of CUMT, which focuses on teaching and cross-integrated research in modern geo-spatial information technology, environmental and resource protection. There are five departments, ten university research institutes, three key laboratories of Jiangsu Province, one key laboratory of the National Administration of Surveying, Mapping and Geoinformation of China, one research centre of Ministry of Education, and one research centre of the State Environmental Protection Administration. In May 2013, the Sino-UK Geospatial Engineering Centre (CUMT branch centre) set up its branch in the school.

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Gold sponsors:

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Media sponsors and exhibitors:

Silver sponsors:

IDS Ingegneria dei Sistemi is an engineering researching company in the electromagnetic field for Civil and Defence markets.

The GeoRadar division has created innovative Radar Systems for applications in remote, non-destructive fields of investigation such as:

• civil and structural engineering

• geology, geophysics and the environment

• archaeology and cultural heritage

Since 1990, IDS as worldwide leader in the GPR market, has created a new technology based on antennas arrays called Hi-Bright for surveying the conditions of the deck of bridges.

Moreover, IDS is pioneering a revolutionary technology in the domain of geodetic measurements called IBIS F , the first Ground-Based interferometric Synthetic Aperture Radar for the sub-millimetric measurement of structural movements (dam, bridges, buildings, towers).

COORDINATES, is an international monthly magazine on positioning, navigation, associated technologies and applications. It is widely circulated in Asia, Australia, New Zealand, Europe, N. America. For more details please visit www.mycoordi-nates.org. All the esteemed participants of JISDM 2013 Symposium shall be gifted online subscription of Coordinates e-zine for one year.

Supporting Journals for JISDM 2013:

The University of Nottingham Faculty of Engineering and Nottingham Geospatial Institute are proud to support JISDM 2013.

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Transportation

Conference VenueThe Joint International Symposium will be mainly held in Pope Building and ESLC (Engineering Science Learning Centre) on the University Park campus of The University of Nottingham:

How to arrive:

From Nottingham and Beeston:

By taxi: there are taxi ranks throughout the city and immediately adjacent to the main railway and bus stations. The journey to the campus takes approximately 15 minutes.

By train:

The nearest train stations are located in Nottingham City Centre or Beeston. Taxis and buses are available at both stations.

From East Midlands airport:

From East Midlands Airport you can take the Trent Barton Indigo service directly to the campus or the Skylink bus to Nottingham. Buses leave from outside the Airport Arrivals hall. See bus services for further information.

You can also walk to the taxi rank on the terminal forecourt and take a direct taxi to the University. The cost of a single/one way journey is approximately £20.

From Birmingham airport:

From Birmingham airport you can take a train to Nottingham station. For details of train times and prices, please see the National Rail website (www.nationalexpress.com).

From London airports:

From London airports, we would suggest that you take a train from London St Pancras International or London Luton station. Details of times and prices can be found on the National Rail website. Alternatively you could catch a coach from London (various pick up points available) to Nottingham. Details on coach pick up points, prices and times can be found on the National Express website.

From M1 motorway:

Leave the M1 motorway at Junction 25 to join the A52 to Nottingham. Follow the A52 for approximately four miles, at the Toby Carvery roundabout turn right onto the A6464, turn left at the next roundabout to enter the University’s West Entrance.

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Technical tour to the Forth Road Bridge in Scotland

First tour group “A1”:

7.30 - 8am: Breakfast

Depart from Waverley Station at 08.30 travelling across the Forth Rail Bridge to Inverkeithing.

9am: Collected at Inverkeithing railway station and taken to the offices of the Forth Road Bridge on the Southside, receive safety briefing and ascend the main towers, tour takes 2.5 hours. (If there are high winds, the group will visit anchorages and other areas of bridge).

12 - 1.30pm: Lunch in the Forth Road Bridge offices.

Travel back to Edinburgh or visit the Falkirk Wheel.

Return to hotel and check out on the next day before 11am (and return to Nottingham).

The group size for ascending the bridge is limited to 15 people, so we will run two tours on Wednesday 11 September and an extra tour on Thursday 12 September in the morning if required.

You have the option of leaving Nottingham on Tuesday the 10th and touring the Forth Road Bridge on Wednesday the 11th or leaving Nottingham on Wednesday the 11th and tour the Forth Road Bridge on Thursday the 12th.

The “A” group will leave Nottingham at 18.15 on Tuesday the 10th of September and travel by coach to Doncaster Railway Station and arrive in Edinburgh at Waverley Station at 23.13 Check into the Hotel at 23.30.


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Second tour group “A2”:

7am - 9am: Breakfast

11am: Depart from Waverley Train Station to Inverkeithing travelling across the Forth Rail Bridge.

11.45am: Collected at Inverkeithing railway station and taken to the offices of the Forth Road Bridge on the Southside.

12 - 1.30pm Lunch in the Forth Road Bridge offices (with first tour group).

1.30pm: Receive safety briefing and ascend the main towers, tour takes 2.5 hours. (If there are high winds, the group will visit anchorages and other areas of bridge).

4pm: Travel back to Edinburgh

Return to hotel and check out on the next day before 11am (and return to Nottingham).

Tour Group B:

9.15am: Leave Nottingham and travel by train from Nottingham to Edinburgh, arrive in Edinburgh at 2.10pm and check in to the hotel.

Depart from Waverley Station at 08.30 travelling across the Forth Rail Bridge to Inverkeithing.

9am: Collected at Inverkeithing railway station and taken to the offices of the Forth Road Bridge on the

Southside, receive safety briefing and ascend the main towers, tour takes 2.5 hours. (If there are high winds, the group will visit anchorages and other areas of bridge).

12 - 1.30pm: Lunch in the Forth Road Bridge offices.

Travel back to Edinburgh (return to Nottingham on the 3.30pm train, arrive in Nottingham at 8.25pm)

Tour Group AR = £450 per person, includes return travel from Nottingham, 2 nights in a central Edinburgh hotel with breakfasts, return transport from Edinburgh to the Forth Road Bridge and lunch at the Forth Road Bridge.

Tour Group AS = £420 per person, includes travel from Nottingham to Edinburgh only, 2 nights in a central Edinburgh hotel with breakfasts, return transport from Edinburgh to the Forth Road Bridge and lunch at the Forth Road Bridge.

Tour Group BR = £300 per person, includes return travel from Nottingham, 1 night in a central Edinburgh hotel with breakfast, return transport from Edinburgh to the Forth Road Bridge and lunch at the Forth Road Bridge.

Tour Group BS = £270 per person includes travel from Nottingham to Edinburgh only, 1 night in a central Edinburgh hotel with breakfast, return transport from Edinburgh to the Forth Road Bridge and lunch at the Forth Road Bridge.

Please check availability at the JISDM Conference registration desk in the Keighton Auditorium or ESLC atrium (A16).

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About Nottingham

Nottingham is famed for its links with the legend of Robin Hood and, during the Industrial Revolution, obtained worldwide recognition for its lace-making, bicycle and tobacco industries. With origins traceable back to 600 AD, Nottingham was granted its city charter as part of the Diamond Jubilee celebrations of Queen Victoria in 1897 and has since been officially titled the City of Nottingham. Nottingham is home to the BBC East Midlands offices and formerly the Government Office for the East Midlands. It is one of eight members of the English Core Cities Group.

Nottingham Weather Forecast in September

CurrencyThe British currency is British Pounds (GBP). The current exchange rate is about 1 USD: 0.65 GBP. Major foreign currencies can be exchanged at banks, hotels, airports, international railway stations, and post offices. Most hotels, restaurants and shops accept major international credit cards including Visa and MasterCard.

TimeThe standard time used in all regions of the UK during September will be +1 hours ahead of GMT.

Useful information for the conference


The venues have been cycled by red lines in the following University Map:

University map

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Keighton Auditorium

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Venue floorplan

Pope Building Floor A (A1, A13, A14, and A17)

JISDM 2013 | 2nd Joint International Symposium on Deformation Monitoring

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Venue floorplan

Contact Information

e: [email protected]: +44 115 748 4197 / 748 4198 +44 115 951 3880f: +44 115 951 3881w: www.nottingham.ac.uk/engineering/conference/jisdm

ESLC Floor A (A9)

ESLC Floor B (B7)

ESLC Floor C (C1)

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JISDM 2013 | 2nd Joint International Symposium in Deformation Monitoring

Venue floorplan

2nd joint international symposium on deformation monitoring …€¦ · measurement and...

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