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Automated Model And Parameter Selection: Incorporating Expert Input into Geotechnical Analyses
Excavation for construction of MIT Stata Center in Cambridge, MA. This complex soil-structure interaction problem required advanced numerical methods and soil constitutive models. A) PLAXIS 3D model of intermediate excavation stage; B) Model settlements at intermediate stage; C) Photo showing intermediate excavation stage; D) Model settlements at near-final state. Graphics courtesy of Zhandos Orazalin and Andrew Whittle.
Automated Model And Parameter Selection: Incorporating Expert Input into Geotechnical Analyses
Excavation for construction of MIT Stata Center in Cambridge, MA. This complex soil-structure interaction problem required advanced numerical methods and soil constitutive models. A) PLAXIS 3D model of intermediate excavation stage; B) Model settlements at intermediate stage; C) Photo showing intermediate excavation stage; D) Model settlements at near-final state. Graphics courtesy of Zhandos Orazalin and Andrew Whittle.
Automated Model And Parameter Selection: Incorporating Expert Input into Geotechnical Analyses
Brinkgreve, Ronald B. J. (author)
GeoStrata Magazine Archive ; 23 ; 38-45
2021-01-01
82019-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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