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GRAVITY WALL ANALYSIS WITH LIMITSTATE:GEO (A STEP-BY-STEP INTRODUCTION)

Does your current geotechnical analysis software miss critical failure mechanisms? LimitState:GEO is a powerful and versatile ULS analysis tool that can determine the true collapse mechanism and margin of safety for any geotechnical problem, including those containing gravity retaining walls. Move beyond the sliding, overturning and bearing failures treated by traditional automated hand calculation software. Join us on 3rd May as we discuss the use of LimitState:GEO to analyse and design gravity retaining walls for engineering projects, such as highway and railway embankments, landscaping, and waterfront developments. Prof. Colin Smith, LimitState:GEO product manager, will provide a step-by-step introduction to analysing gravity retaining walls using LimitState:GEO. Topics covered will include: defining problem geometry, materials, and loading conditions understanding the important concept of soil/structure interface properties, including cohesive tensile resistance considering multiple loading scenarios and partial safety factor sets in a single analysis analysing non-standard problem types By attending this webinar, you will gain a better understanding of how to effectively and efficiently analyse gravity retaining walls using LimitState:GEO, allowing you to develop more robust solution strategies for your geotechnical projects. Don't miss out on this opportunity to learn from an expert in the field and enhance your geotechnical engineering skills! This webinar has now taken place - watch on our YouTube channel.








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CFD Analysis of Millau Bridge by SOFiSTiK DolFyn

Millau Bridge in France was analyzed by SOFiSTiK DolFyn. This CFD analysis example is included in SOFiSTiK sample data. Fig. 1(a) Turbulent energy at middle span (zoomed) Fig. 1(b) Turbulent energy at middle span (full scale) Fig. 2(a) Flow velocity at middle span (zoomed)  Fig. 2(b) Flow velocity at middle span (zoomed)  Fig. 3 Turbulent viscosity at middle span (full model) Fig.4  Wind pressure at middle span section to be applied to structural analysis