- Probabilistic back-analysis of K0 and deformation properties of fine soils found in Line 2 of Santiago Metro, Chile
- M. O. Cecílio ; P. I. B. Queiroz ; L. Valenzuela P.A. Negro
- IS SEOUL '14
- Year: 2014
- Tunneling in Soils
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- Ground deformation measurement due to model tunnelling with tunnel roof reinforcement using close range photogrammetric technique
- J. -H. Lee ; Y. -J. Lee
- IS SEOUL '14
- Year: 2014
- Tunneling ; Numerical & Constitutive Modeling
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- Settlement analyses of underground circular tunneling in soft clay
- J. S. Shiau ; M. S. Sams ; J. Zhang ; R. J. Kemp
- IS SEOUL '14
- Year: 2014
- Settlements ; Tunneling ; Tunneling in Soils
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- Evaluation of the driving safety in a continuous tunnel by using the driving simulator
- J. -Y. Yoo ; Y. Kawahara ; nokida A. ; S. Washio ; Y. Tamaoki ; M. Shinji
- IS SEOUL '14
- Year: 2014
- Tunneling ; Foundation Design / Construction
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- Shallow tunnel construction using a new tunneling technique: M-CAM
- J. H. Choi ; J. H. Lee ; J. S. Lim ; H. Cho
- IS SEOUL '14
- Year: 2014
- Tunneling in Soils
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- Outcomes of RRTT, a predictive exercise on the behavior of tunnels under seismic actions
- E. Bilotta ; F. Silvestri ; S. P. G. Madabhushi
- IS SEOUL '14
- Year: 2014
- Tunneling ; Seismic ; Tunneling ; Seismic
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- Groundwater drawdown induced ground settlement during tunneling – sensitivity analysis on influencing factors
- C. Yoo ; E. M. Jung
- IS SEOUL '14
- Year: 2014
- Settlements ; Tunneling
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- Seismic tunnel response in jointed rock mass
- D. Park ; J. -K. Yoo
- IS SEOUL '14
- Year: 2014
- Tunneling in Rock ; Site Response Analysis
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- Study on performance of energy textile installed in tunnel by CFD analysis and field tests
- Lee . C ; S. Park ; H. Choi
- IS SEOUL '14
- Year: 2014
- Energy Geotechnics ; Tunneling
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- Observations on groundwater leakage through cracks and segment joints in a concrete segmental tunnel lining
- V. Tellioglu ; S. Lerpido
- IS SEOUL '14
- Year: 2014
- Groundwater & Seepage ; Tunneling
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- EPB tunnelling in mixed geological formations: A case study
- Mariano A. Di ; A. Gens
- IS SEOUL '14
- Year: 2014
- Tunneling
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- A numerical model for the tunnel boring machine interaction with soil
- D. Festa ; W. Broere ; J. W. Bosch
- IS SEOUL '14
- Year: 2014
- Numerical & Constitutive Modeling ; Tunneling ; Soil Structure Interaction
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- Mechanical behavior of ground due to EPB shield TBM tunnel excavation passing through fractured zone
- W. -S. Cho ; K. -I. Song ; K. -Y. Kim
- IS SEOUL '14
- Year: 2014
- Tunneling ; Numerical & Constitutive Modeling
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- Underground space planning in Helsinki
- A. Vähäaho
- Year: 2014 , Volume: 6
- Tunneling ; Underground Structures
- Keywords: land use planning ; underground resources
- Description
- This paper gives insight into the use of underground space in Helsinki, Finland. The city has an underground master plan (UMP) for its whole municipal area, not only for certain parts of the city. Further, the decision-making history of the UMP is described step-by-step. Some examples of underground space use in other cities are also given. The focus of this paper is on the sustainability issues related to urban underground space use, including its contribution to an environmentally sustainable and aesthetically acceptable landscape, anticipated structural longevity and maintaining the opportunity for urban development by future generations. Underground planning enhances overall safety and economy efficiency. The need for underground space use in city areas has grown rapidly since the 21st century; at the same time, the necessity to control construction work has also increased. The UMP of Helsinki reserves designated space for public and private utilities in various underground areas of bedrock over the long term. The plan also provides the framework for managing and controlling the city's underground construction work and allows suitable locations to be allocated for underground facilities. Tampere, the third most populated city in Finland and the biggest inland city in the Nordic countries, is also a good example of a city that is taking steps to utilise underground resources. Oulu, the capital city of northern Finland, has also started to ‘go underground’. An example of the possibility to combine two cities by an 80-km subsea tunnel is also discussed. A new fixed link would generate huge potential for the capital areas of Finland and Estonia to become a real Helsinki-Tallinn twin city.
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- The influence of tunnelling and deep excavation on piled foundations
- R. J. Mair ; M. G. Williamson
- IS SEOUL '14
- Year: 2014
- Tunneling ; Deep Excavations ; Pile Foundations ; Centrifuge Testing
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