Iss26 PES - 3D Pile Raft Foundation FE Model

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  • 8/13/2019 Iss26 PES - 3D Pile Raft Foundation FE Model

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    PLAXIS Expert Services: UpdateAuthor: Ady Lehrer, Managing Director, Blank Lehrer

    Plaxis was asked by Blank-Lehrer to be assisted with an advanced consulting project requiring the construction of

    a 3D pile raft foundation finite element model. In the framework of PLAXIS Expert Services, a successful modeling

    partnership has enabled Blank-Lehrer to quickly achieve a reliable design.

    The project deals with the design of a piled-raft foundation for a 300m high building.The project deals with the design of a piled-raft

    foundation for a 300m high building. The concrete

    raft is 3.5 meters thick and will be cast at a depth of

    15 meters below soil level.

    The high rise building will be founded on a on the

    soil substratum which is made of two sand layers

    (from +4m to -12m and from -12m to -30m) with

    respectively Eoed = 60000 kPa and Eoed = 100000

    kPa.

    In order to reduce settlements 20m long piles will

    be placed under the raft. Each individual pile is

    expected to have a skin friction of 100 kN/m2 and an

    end-bearing capacity of 4000 kN/m2.

    The aim of the project is to design the piles in such

    a way that:

    between 60% and 70% of the load will be carried

    by the piles,

    under ultimate limit state, the load on each pile is

    not greater than 80% of the ultimate pile bearing

    capacity.

    Added-ValuePLAXIS has been assigned for providing an optimizedFE model that will be used by Blank-Lehrer for further

    parametrical studies (pile number, pile properties,

    pile location, ..). In this context, a FE model of pile

    raft foundation has been set-up using PLAXIS 3D

    Foundation program.

    The model has been set-up based on best FE

    practices (model size, geometrical modeling of

    constitutive members, material model) offering an

    optimized mesh (results accuracy and computational

    performance) and proper modeling of piles through

    embedded pile elements.

    A comprehensive memorandum has also been

    delivered highlighting all model assumptions and

    providing a clear description of defined calculation

    phases and main recommendations regarding further

    model changes to be done by the client along with

    result interpretation.

    Lastly, extensive user support has then be provided

    to Blank-Lehrer during their final design assessment

    with PLAXIS 3D Foundation.

    Customer QuoteOur office uses the PLAXIS 2D and theFOUNDATION 3D softwares regularly. In spite of

    that, we have decided that in complex project such

    as the one we are facing, an expert advice should be

    used in the model assembly stage.The embedded

    piles dimensions were determined after testing the

    behavior of volume pilesThe Plaxis expert advice

    assisted in building a flexible model which enables

    to test the sensitivity of the solution to different

    engineering parameters (i.e. number of piles and

    soil characteristics).There is no doubt that the

    solution reached, following the expertise is the most

    economical one, Ady Lehrer, Managing Director

    The CompanyBlank-Lehrer specializes in soil mechanics,

    foundation engineering and geotechnical risk

    management analysis. They provide geotechnical

    consulting services, including infrastructure

    investigation, geotechnical reviews, geophysical

    study coordination, foundation systems analysis,

    soil structure interaction analysis, geology services,

    construction guidelines and site supervision. Blank-

    Lehrer is one of the leaders in Israeli engineering in

    these fields with more than thirty years experience in

    Israel and abroad.

    There is no doubt that the solution reached, following

    the expertise is the most economical one