Iss26 PES - 3D Pile Raft Foundation FE Model
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Transcript of 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