Wadzanai is a hydrogeologist with more than five years of experience specializing in hydrogeology, numerical modeling and environmental geosciences.
The main objective of this course is to demonstrate the implementation of numerical modeling and geomechanics simulation in reservoir engineering. The course focuses on the practical applications of numerical modeling for simulation and analysis of geomechanics problems such as wellbore stability, geothermal analysis, flow analysis, and hydraulic fracturing.
George is a hydrogeologist with more than 10 years of experience specialising in hydrogeology, numerical modelling and geosciences. He has experience in hydrogeological and geological sectors of the mining and environmental industry as well as social water assessments and supply.
A FLAC3D model of a raft foundation, multi-story building was used to assess the possibility of eliminating piles or jet-grouting columns from its initial design in favor of a thicker foundation. This would provide considerable savings in terms of costs, time, and site management.
A custom script was developed by HARPACEAS to convert midas
GEN structural models into compatible FLAC3D structural elements
(including all beams, shells, and plates - correctly interconnected - to
simulate slabs, pillars, and floors connected with the raft foundation)
with all acting loads (structural and non-structural dead loads and
variable loads in SLS* quasi-permanent conditions).
For a correct
estimation of settlements it was necessary to consider the stress path
(lithostatic conditions, unloading due to excavation up to 8 m, and
reloading up to maximum stress due to design loads considering the
complete multi-story building). For this reason the Plastic Hardening
soil model was applied.
The maximum settlement was predicted to
be about 34 mm with negligible differential settlement. Negligible
distortions and tilting were also predicted. Therefore, the thicker raft foundation, without piles or jet-grouting columns, was sufficient. The FLAC3D model was also validated by comparison with a "simplified" model based on the Boussinesq
Thanks to the ability to import the midas GEN structural model into FLAC3D, it has been possible to consider its real stiffness which resulted in predictions of negligible differential settlements and significant cost savings.
*Note: SLS = Serviceability limit state
DOWNLOAD the PRESENTATION (PDF, 4.4 MB)
For more information, please contact HARPACEAS.
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