Why liquefied points are observed in soil while using advanced constitutive models PM4sand and PM4silts before seismic loading?
Why liquefied points are observed in soil while using advanced constitutive models PM4sand and PM4silts before seismic loading? The liquefied points were observed in static phase only
Regarding liquefied points observed in static stage using PM4silt and PM4sand models
I am currently working on a liquefaction analysis using the PM4Silt and PM4Sand models for a layered soil model in PLAXIS 2D. However, I have encountered an issue where the liquefied points are observed in the static stage only before the dynamic analysis…
Floating windfarm anchor pile design
#PREdesign #Firstdesign #not-final-design
Hey,
I'd like to back to give additional informations about my last question.
As i have already said, i'm geologist, student in M2 geosciences for energy at Paris Cergy University. For my master thesis,…