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  • Trans-Hudson Express, Station Cavern (34th street)

    Two types of analysis were performed based on different 3D model files. To monitor the stability of lining structures and rock bolts, at structural level, the final status of the cavern was modeled and to obtain the general stability and settlements of the soil layers, at geotechnical level, construction sequences of the cavern were modeled.

  • Company

    Parsons Brinckerhoff, USA

    Software and Solution

    midas GTS
    Performing construction stage analysis to check the settlement in conjunction with performing structural analysis to check the stability of lining structure for a new subway complex

  • Excavated tunnel with TBM-EPB in Urban Area (Madrid M30)

    The principal aim is to present a way that enables the 3D numerical analyses, based on finite element technique, to be an useful tool for prediction and mitigation of the impact of TBM excavated tunnel in urban area.

  • Company

    Undisclosed

    Software and Solution

    midas GTS
    Simulation of settlement induced by the use of TBM-EPB technology

  • King’s Cross Station

    The section of the existing tunnel where the shaft intersects is first strengthened with block work. The cylindrical section of the shaft is built with segmental lining. Then the tapered section of the shaft is built in 1 m deep stages and lined with sprayed concrete. After sprayed concrete strengthening, the connection is achieved and the block work is removed.

  • Company

    Consultancy for Morgan=Est, UK

    Software and Solution

    midas GTS
    Assessment of the effects of the shaft construction on the existing tunnel and design of shaft lining:
    - Construction stage analysis
    - Check displacements and lining forces in the existing tunnel
    - Check forces in the sprayed concrete lining of the shaft

  • Palazzo Versace and D1 Tower Foundation, Dubai

    The Palazzo Versace and D1 tower are located on the west side of the creek in Dubai. The development comprises the construction of the D1 tower, a hotel and condominiums of 88, 9 and 8 storeys respectively. The tower will be interlinked by a low level podium structure, which will house 3 basement levels. The D1 Tower will be founded on a piled raft and in order to understand the behaviour

  • Company

    Hyder Consulting Ltd, UK

    Software and Solution

    midas GTS
    - Raft settlements
    - Pile lateral deflections
    - Raft forces and bending moments
    - Pile forces and bending moments
    - Soil stress and strain levels

  • Abu Dhabi Tower Foundation

    The Shams Development is located on Al Reem Island off the northeast shore of Abu Dhabi. The First Abu Dhabi (FAD) Complex forms part of the overall Shams Development. The proposed development for Towers B and C of the FAD development comprises the construction of two approximately 50 storey high-rise towers and an accompanying podium and adjacent building. It is proposed that the towers will be founded on a piled raft and in order to fully understand the behaviour of the foundation a 3D linear finite element analysis is required.

  • Company

    Hyder Consulting Ltd, UK

    Software and Solution

    midas GTS
    - Raft settlements
    - Pile lateral deflections
    - Raft forces and bending moments
    - Pile forces and bending moments
    - Soil stress and strain levels

  • Dubai Tower Doha Foundation

    The proposed development for the Dubai Tower project comprises the construction of an approximately eighty floor high rise tower with mezzanine, ground floor and five basement levels and will be the tallest structure in Qatar when it is complete. The tower is founded on a piled raft. In order to fully understand the behaviour of the foundation, a 3D finite element model is required.

  • Company

    Hyder Consulting Ltd, UK

    Software and Solution

    midas GTS
    - Settlements
    - Raft forces and bending moments
    - Pile forces and bending moments