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
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,…