Thursday 2 February 2006 |
Lecturer / Institution | Content |
Ministry of Transport | Opening Session |
Harvey Parker / ITA | ITA Work and experience in Urban Environment |
Claude Berenguier /ITA | Why Go Underground in Urban Areas |
Chukiat Photayanuvat | Mass Rapid Transit System, Extention and New Routes Projects in Bangkok Metropolitan and Surrounding Areas |
Chukiat Photayanuvat, Juergen Flicke and Fritz Hollmann | Outline Design of the Blue Line South Underground Section – Extension of the Existing Bangkok MRT Subway Line |
Tian Ho Seah, Nattavut Theramast and Nonglak Thaijeamaree | Geotechnical Investigation of 3 MRT Lines in Bangkok |
Erhard Foerster, Peerayudh Singpatanakul and Nattavut, Theramast | Bangkok MRT System Extension - Railway Alignment and Outline Design |
Harald Wagner | Risk Evaluation and Control in Underground Construction |
Fritz Gruebl | Segmental Rings (Critical Loads and Damage Prevention) |
In Mo Lee and Seok-Woo Nam | Seepage Force Considerations in Tunneling |
Koichi Ono | Activities of ITA WG 14 |
Teeradej Tangpraprutgul, (Bangkok Metropolitan Administration) A. J. Nga, V. Somboon, S. Chantrapornlert, A. Sramoon and M. Passara | Construction of BMA Water Drainage Tunnel from Klong Sansaeb and Klong Ladprao to Chao Phraya River Project
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Kamol Prasertsirivatana (Metropolitan Water Works Authority) | Tunnels for Water Supply Transmission System of Bangkok |
Surapon Soponkanaporn (Metropolitan Electricity Authority) | Construction of 230 kV Underground Power Line between Lardprao and Vibhavadi Terminal Station |
Friday 3 February 2006 |
R. Lovat, (Lovat Inc.) | Tunnel Boring Machine |
J. D. Broomfield (Herrenknecht AG) | Closed Face Shield Tunnelling Trends in Asia |
F. Amberg, (Amberg Engineering AG) | Costs, Financing and Tendering Mechanized Tunnelling Projects |
T. Tokuda, K. Kinoshita and K. Miki (Shield Tunnelling Association of Japan) | Construction of MRT Chaloem Ratchamongkhon Line Underground Structures North and Japanese Shield Tunnel Technology |
M. Sugimoto
| Causes of Shield Segment Damage during Construction |
I. M. Lee, M. S. Han and J. S. Lee
| Major Tunnelling Projects in Korea – WTC 2006 |
Urban Tunnelling |
T. Kunihiko and Y. Kenichi (Shield Tunnelling Association of Japan)
| The State of Affairs of Large Diameter Shield Tunnel Method for Subway and the Recent Trend of Shield Technology in Japan |
O. M. Thoren
| Construction of Shaft and Cable Tunnel ID 2.6m Vibhavadi, Bangkok |
R. L. Moncrieff
| 31 km of Water Transmission Tunnel in Bangkok |
S. Wongwishakorn, N. Rattanachayabun and S. Janrungautai | 30 years of NISHIMATSU Tunnel Construction Experiences in Bangkok and the Surrounding Metropolitan Region |
B. M. Pearce, Y. K. Wong, C. N. Ow and Y. K. Lee | Construction of Advance Tunnels under Serangoon MRT Station to Facilitate the Removal of Steel Piles |
Urban Deep Excavation |
D. Karki and S.H. Lee
| A Case Study of the Design of Temporary Earth Retaining Wall System for Cut and Cover Tunnel Construction |
B. Chandrasekaran and P.H. Lim
| Performance of a Temporary Earth Retaining Wall Designed to Limit Ground Movement |
K. Sakai, K. Tazaki and T. Kameno | Development of NS-BOX Diaphragm Wall and Applications to Bangkok Metro |
N. Thansnanipan, A. W. Maung and P. Tangseng | Importance of Temporary Works and Construction Sequence – Lessons from Collapse of an Inlet Shaft during Excavation |
J. Parkinson and J. Davies | Temporary Cofferdam used for Pumping Station Construction after Collapse of Diaphragm Wall |
Soft ground shield tunnelling |
W. Teparaksa, C. Photayanuvat, C. Boonsong and J. Boonard | Design of Subway Tunnel under the Chao Phraya River for Bangkok South Blue Line Extension |
A. Sramoon, M. Passara, P. Boonyaporn, N. Butpunya, P. Jantakoop and C. Manopim | Articulated Shield Tunneling Performance at S-Curve Tunnel Construction |
H. Obayashi
| Tunnel Excavation with Shield Machine for Bangkok Ground Condition |
F. Prinzl and J.A. Davies | Some Aspects of the Design of Tunnel Linings in Anisotropic Ground Conditions |
M. Schurch
| Small but Important – Gaskets for Tunnel Segments |
W. Teparaksa, T. Tangpraprutgul, C. Boonsong and, J. Boonard | Ground and Bridge Displacement due to EPB Shield Tunnel Bored underneath Bridge Pile Foundation |
Urban deep excavation and Tunnel stability |
N. Thasnanipan, Z. Z. Aye, C. Submaneewong and T. Boonyarak | Application of Top-down Construction Method for Deep Excavations in Urban Area of Bangkok |
T. Pongrujikorn | Development and use of Underground Structure as Underpass in Urban Area in Thailand |
C. Chanvanichkul and T. Tamura | Effect of Groundwater on Tunnel Stability |
S. Tsumori, H. Toyota, T. Tanaka, H. Okada and T. Kamenoi | Underpinning of an Existing Underground Railway Station Integrated with Steel-Frame Building in a Subway Construction in Yokohama |
K.H. Park, K. Tantayopin and B. Tontavanich | Analytical Solutions for Seismic Design of Tunnel Lining in Bangkok MRT Subway |
S. Suwansawat | Superposition technique for mapping surface settlement troughs over twin tunnels |
Saturday 4 February 2006 |
Ground Movements and Instrumentation & Tunnel Stability |
T. Hashimoto, Y. Koyama, N. Yingyongrattanakul, K. Kayukawa, T. Konda and M. Sugimoto | Applications of the New Deformation Meter for Monitoring Tunnel Lining Deformation |
D. Huang, J. Huang, B. Pradhan and W. Pattanawiwattanaporn | Use of Instrumentation Database Management Software in Tunnel Construction |
A. Maxwell and T.M. Naing | Urban Protection and Observational Tunnel Construction using Effective Construction Information Management |
S. H. Kim, G. H. Jeong , I. J. Park and B. H. Min | Evaluation of Shield Tunnel Face Stability in Soft Ground |
M. Schurch and P. Jost | GFRP Soft-Eye for TBM Breakthrough: Possibilities with a Modern Construction Material |
Tunnel Stability |
N. Phienwej, A. Nitaramorn, R. Suwannakitti, C. Areepitak and K. Prapphal | Rock Tunnelling at Lam Ta Khong Pumped Storage project, Thailand |
Chungsik Yoo, Sun-Bin Kim | Stability of soft ground tunnelling in urban environment – a numerical investigation |
B. Nanegrungsunk, B. Maidl and U. Maidl | Risk Management and Process Controls of Modern Shield Tunnelling Technology in Urban Areas |
M. Ross | Sprayed Concrete: A Modern, Holistic Approach |
M. Nakamura, M. Urayama and H. Kusumi | Geological Evaluation of Ground for Tunnel Construction by Combination Geophysical Prospectings |
Ground Movements and Instrumentation |
Z.Z. Aye, D. Karki and C. Schulz | Ground Movement Prediction and Building Damage Risk-Assessment for the Deep Excavation and Tunneling Works in Bangkok Subsoil |
S. Suwansawat | Using Artificial Neural Networks for Predicting Surface Settlements Over Twin Tunnels |
N. Phienwej, A.Sirivachiraporn, S. Timpong, S. Tavaranum and S. Suwansawat | Characteristics of Ground Movements from Shield Tunneling of the First Bangkok Subway Line |
T. Srisirirojanakorn | Tunneling-Induced and Time-dependent Ground Behavior of Phase VI Evanston Tunnel |
Mountain Tunnelling |
C. Sutiwanich, N. Phienwej, T. Harnpattanapanich, A. Fasching and K. Laubblishler | Investigation and Preliminary Design of Mae Ngat-Mae Kuang Tunnel Chiang Mai Province,Thailand |
A. Fasching, W. Schubert, A. Vigl, C. Sutiwanich and N. Phienwej | Evaluation of Construction Methods for the Mae Ngad – Mae Kuang Project |
H. Hagedorn and M. R. Sander | Gotthard Base Tunnel: Hazards during Construction of a Multifunctional Station in a Large Fault Zone |
P. Jongpradist and H. Horii | Analysis of NATM Tunnel Excavation in Soft Sedimentary Rock Mass Considering the Effect of Water Content |
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